4 The first order of work shall be to place the order for long lead time materials and equipment including electrical materials that will be furnished by the Contractor for this project. Submittals for long lead items shall be submitted within 10 working days of contract award by City Council, and orders placed within 1 working day of submittal(s) approval(s). Should the City have to supply the Contractor with material and/or equipment to do the work, the Contractor will be charged accordingly per agreed upon cost.
Contractor is responsible for providing all materials and shall not rely on the City for any materials other than what is explicitly described and stated in the contract documents. The Contractor must furnish the Engineer with a statement from the equipment vendor(s) that the order for said equipment has been received and accepted by said vendor(s). Said statement must include an anticipated date of delivery of said equipment to the Contractor. Said statement must be furnished to the Engineer within 1 working day after order has been placed. Signal and lighting equipment must be completed by the end of the Contract.
The Contractor must pay liquidated damages per the Special Provisions if the installation of signal and lighting cannot be completed within the above time frame.
Where improvements are immediately adjacent to property owners with landscaped or irrigated areas, Contractor must coordinate with the property owner to confirm the irrigation system is not in conflict with, or has been relocated outside, the project improvements, and is in good working condition. Any damage to the existing irrigation by the Contractor must be repaired by the Contractor at the Contractor’s cost.
Contractor must protect all existing irrigation component/systems not identified on the plans. Existing irrigation components/systems shall be relocated to maintain irrigation of existing plantings adjacent to the work areas. Contractor shall schedule a test of the irrigation system prior to any modification with the presence of the Engineer, Parks representatives, and private property owner representatives, and shall get written buyoff from the associated representatives after relocation work has been completed. Failure to perform testing shall deem the contractor liable for all landscaping repair.
The Contractor must coordinate with the Parks Construction Inspector prior to disturbing the existing landscape and irrigation owned by the City. The Contractor must field verify the locations of existing irrigation systems prior to construction activities. All new components and landscaping must be per the latest version of the Parks Standards. No disruption of the existing irrigation watering system will be allowed during construction. All adjacent systems must maintain automatic programmed watering schedules throughout the construction. The Contractor is responsible for repairing or replacing and adjusting any portions of the existing irrigation systems impacted during construction of the improvements of this Contract. Existing sod and shrubs areas impacted by construction activities must be restored per the latest version of the Parks Standards. Time is of the essence on this contract, and the order of all other work must be such as to assure the completion of the project within the allotted working days as described herein while complying with the requirements set forth in the plans, specifications and contract document. Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.
The Contractor shall provide a sequence of work for the tie-in to the transmission water main and submit to the Engineer for review and approval.
Replace the paragraphs in section 5-1.26 with:
5-1.26A Summary
Section 5-1.26 includes specifications for furnishing and setting construction stakes and marks.
Conform to Chapter 12, Construction Surveys, of the Caltrans publication entitled, "Surveys Manuel," except as amended below.
5-1.26B Action Submittals
Before starting any survey work, submit for Engineer's approval the proposed procedures, methods, equipment, and typical stake markings to be used.
Upon completion of the construction staking and prior to acceptance of the contract, submit all computations, survey notes, and other data used to accomplish the work.
5 5-1.26C Materials
Stakes must be wooden hubs with sufficient length to assure solid embedment in the grounds. Use nails only when setting points on existing pavement.
5-1.26D Construction
You are responsible to provide all surveys at your cost to control the lines, elevations, and dimensions of the work in conformance with the plans. Any deviations from the lines, elevation, and dimensions shown on the plans must receive prior approval from the Engineer.
You are responsible for the accuracy of your own layout work and you are liable for the preservation of all established lines, grades, and layout points.
Furnish and set construction stakes and marks required for the completion of the work. Set stakes with the accuracy adequate to assure that the completed work conforms to the lines, grades, and sections shown on the plans. Remove construction stakes when no longer needed.
Set hubs using total stationing. Horizontal tolerances must be within the tolerances specified in the Caltrans Survey Manual.
Set grades stakes at even 50-foot stations and at vertical and horizontal transition points.
Only use a level to establish the elevation of all hubs and points used for setting grades. Submit the required cut-sheets to the Engineer prior to starting any work for approval.
Coordinate with the City for Vertical Control Benchmark. If you destroy any of the survey control points, replace the control points at your cost. Notify the Engineer before replacing the control points. The Engineer will verify you work.
Make all computations necessary to establish the exact position of the work from control points. Maintain neat, legible, and accurate records of all computations, survey notes, and other records necessary to accomplish the work. Submit such records prior to beginning the work that requires their use.
All delay and costs due to the correcting of survey points found to be out of tolerance will be your responsibility.
Stakes damaged or destroyed by the public or your operations will be replaced at your expense. Submit all survey records to the Engineer for the project records. 5-1.26E Payment
Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.
Add between the 2nd and 3rd paragraphs of section 5-1.36D:
Installation of the utilities shown in the following table requires coordination with your activities. Make the necessary arrangements with the utility company through the Engineer and submit a schedule:
1. Verified by a representative of the utility company
2. Allowing at least the time shown for the utility owner to complete its work Utility Relocation and Contractor-Arranged Time for the Relocation Utility Utility address Location Days
COMCAST Comcast Box in the alley 30
6 Add section 5-1.36F:
The City of Roseville is a member of the Underground Service Alert (USA). The Contractor must notify USA at 1-800-642-2444 at least 72 hours in advance of beginning work on the project. The Contractor is cautioned that there may be underground and overhead facilities within the work area including telephone, electrical, cable television, gas, water and sanitary sewer, and storm drain facilities. The Contractor must coordinate with the City of Roseville Environmental Utilities Department regarding work within 5-feet on either side of water transmission mains, including but not limited to, potholing, excavation, and utility adjustments.
Where possible conflicts may exist, the Contractor must verify the grade and location of existing underground utility prior to any work by careful hand digging.
It shall be the responsibility of the Contractor to protect existing roadway facilities (including but not limited to culverts, manholes, monuments, railings, signs, traffic signal detectors, and other roadway appurtenances). Facilities damaged due to the Contractor's operations shall be repaired or replaced, as directed by the Engineer, at the Contractor's expense.
In the event that a sign is knocked down or street maintenance type work is required in the City of Roseville, the Contractor shall immediately call Street Maintenance at (916) 774-5790 during business hours or (916) 847-1611 during non-business hours so a repair crew can be dispatched. If traffic signal detector facilities, signal or lighting facilities are cut or damaged during construction, Traffic Signal Maintenance shall be immediately contacted at (916) 774-5339 during business hours or at (800) 745- 8894 during non-business hours. Traffic signal detector loops shall be replaced within 24 hours; Traffic signal wiring shall be repaired immediately. If loops are not replaced within 24 hours, temporary video detection shall be required to provide temporary detection, at the contractor's cost.
The surfaces of all roadway facilities within the limits of work (i.e. manhole covers, water valve covers, monument lids, etc.) shall be protected from micro-surfacing application. All material used to protect the facilities shall be removed and disposed of properly after the resurfacing work. After the resurfacing work, the surfaces of all roadway facilities shall have a clean surface. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to section 7-1.03:
The use of flaggers, barricades and construction signing shall comply with the current edition of the MUTCD and/or State of California Manual of Traffic Controls for "Construction and Maintenance Work Zones" or as required by the Engineer. All construction traffic control devices shall be in place and operational prior to beginning work or different phases throughout the contract.
Construction activities which are under City contract shall not be permitted at any time other than between the hours of 7:00 a.m. to 4:00 p.m. Monday through Friday, and 9:00 a.m. to 6:00 p.m. on Saturday, Sunday and holidays with approval with the City. Only work that does not require motorized vehicles or power equipment shall be allowed on state, federal and designated holidays and outside of the noted working hours. If work outside the times specified above becomes necessary, request authorization from the Engineer to perform work outside of these hours at least 48 hours in advance.
You shall be responsible for informing the public of the traffic conditions existing within the construction area at all times by placement of appropriate warning and advisory signs. You shall provide and maintain all traffic control and safety items. You will provide flaggers as required and you will be responsible for the entire cost of flaggers. You will assumes the sole and complete responsibility for job and site conditions during the course of construction, including safety of all persons and property. This requirement shall apply continuously 24 hours/day and shall not be limited to normal working hours.
Unless otherwise approved by the Engineer, a minimum of three travel lanes in each direction, not less than 11’ wide, shall be maintained at all times on all roads within the construction limits. You shall submit a traffic control plan to the Engineer for acceptance, allow a minimum 7 days to review time for approval.
The traffic control plan shall include the anticipated limits and time required for the closure. You cannot
7 begin any work until the Traffic Control Plan has been accepted by the City and the Contractor has notified adjacent businesses of the work and anticipated road closure and impacts. Contractor to provide a minimum of six (6) portable changeable message signs. Portable changeable message signs shall be used for prior notifications of road/parking area closures. PCMS's are to be placed a minimum 14 days in advance of start of construction, and are to be in place for entire duration of project.
The minimum traveled way described above shall be open for use by public traffic on Saturdays, Sundays, designated holidays, after 4:00 p.m. on Fridays and the day preceding designated holidays, and when construction operations are not actively in progress. Designated holidays are listed in Section 5-
1.01 of these Special Provisions.
Whenever vehicles or equipment are parked within a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators; placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of 9 cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or a C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed in a location approved by the Engineer.
Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon your written request, if in the opinion of the Engineer public traffic will be better served and the work expedited. Such deviations shall not be adopted until the Engineer has indicated his written approval. All other modifications will be made by contract change order.
You shall notify local residents and businesses 72 hours prior to cutting off their access for periods in excess of 2 hours. Notice must be given in writing two days prior to cutting off access and verbally the evening prior to cutting of access. For businesses that only have one primary driveway for access, you will coordinate the work to always maintain access to their driveway or develop an alternative access point for them. You will need to get in writing an approval from the business to modify their driveway location and provide that to the Engineer 72 hours prior to modifying the driveway. If two driveways access a single business, one of those driveways shall always remain accessible. For locations where driveway reconstruction work is required, the driveway may be closed for a maximum of twenty-one (21) calendar days, no exceptions, and must be coordinated directly with each property owner or business.
Personal vehicles of your employees shall not be parked on the traveled way or shoulders, including any section closed to public traffic. No equipment will be allowed to be parked within any traffic lane or median after work hours.
You shall notify the Engineer of your intent to begin work at least 3 days before work begins. You shall cooperate with local authorities relative to handling traffic through the work area and shall make your own arrangements to keep the working area clear of parked vehicles.
Three days prior to implementing any City approved road or lane closures, you shall notify the Engineer.
You shall notify the Engineer at a minimum of seventy-two (72) hours in advance of any revisions to the road or lane closure schedules.
Temporary lane closures will only be allowed during approved working hours. During the closures, the contractor shall maintain access to adjacent properties. No lane closures may begin without an approved traffic control plan. A copy of the accepted traffic control plan must be kept at the job site at all times. • Working hours are subject to change during holiday traffic from the months of November and December. 8 PM, 9 PM, and 10 PM start times will shift one (1) hour, shortening the working hours.
The Contractor shall cooperate, keep current and notify the City of Roseville’s Public Information Officer, local police and fire department, ambulance services, and trash collectors of the proposed construction operations at least five (5) days before work is to begin. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make their own arrangements in keeping the working area clear of parked vehicles.
8 Full compensation for conforming to the requirements of this section shall be considered as included in the contract lump sum price paid for Traffic Control System and no additional compensation will be allowed therefor.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
8 PROSECUTION AND PROGRESS
Replace paragraphs of section 8-1.04B with:
Time is of the essence on this contract. The “Notice to Proceed” will be issued within two weeks after the contract has been awarded to the Contractor. Contractor shall begin work no later than 15 calendar days after receiving the "Notice to Proceed" letter executed by the Director of Public Works or authorized staff representing the City of Roseville.
This work shall be diligently prosecuted to completion before the expiration of 90 Working Days beginning on the fifteenth calendar day after receiving the "Notice to Proceed" letter.
All work, including all punch list items, shall be completed within 90 working days of the first working day.
A preconstruction meeting shall be held between you and the Engineer for the purpose of discussing the scope of work, contract drawings, specifications, existing conditions, materials to be tested, equipment to be used, and all essential matters pertaining to the prosecution and the satisfactory completion of the project as required. Your representative at this conference shall include all major superintendents for the work and may include major subcontractors and material suppliers.
The Contractor shall plan to phase construction of the project accordingly to comply with appropriately scheduling the utility and sign relocations and adjustments as outlined in plans and these Special Provisions.
You shall be responsible to coordinate utilities relocations within the project area. Coordination of utilities within the project limits, including relocations and maintenance of existing facilities shall be confirmed in writing by utility representatives and you prior to the preconstruction meeting or within five (5) working days after the preconstruction meeting.
Add to section 8-1.10A:
The City specifies liquidated damages (Pub Cont Code § 10226). Liquidated damages, if any, accrue starting on the 1st day after the expiration of the working days through the day of Contract acceptance except as specified in sections 8-1.10B and 8-1.10C.
The Contractor shall pay to the City of Roseville the sum of $5,200.00 per day, each and every calendar day’s delay in finishing the work (regardless of weather conditions) in excess of the number of working days to complete the entire project. Any payment made after the completion date shall not be construed as a waiver of liquidated damages.
The Engineer will provide written notice of non-conformance to the Contractor within 24 hours of the violation. All Contractor's equipment, machinery, traffic control, and personnel shall be off of the pavement and all lanes shall be open to traffic to be considered as full compliance.
Any progress payment made after the completion date shall not be construed as a waiver of liquidated damages.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
9 9 PAYMENT
Add to section 9-1.02A:
Payment for all work bid at a price per unit of measurement will be based upon actual quantities of work as measured upon completion. The City does not expressly or by implication agree that the actual amount of work or materials of any class will correspond to the estimated quantities given in the proposal.
The Contractor shall make no claim for anticipated profits, or loss of profit, for damages, or for any extra payment whatever because of any difference between the amount of work actually done or materials furnished and the estimated amount.
Replace Reserved in section 9-1.12 with:
9-1.12 Cost Break Down
The Contractor shall furnish to the Engineer a cost break-down and schedule of values as specified in Section 9-1.16B for each contract lump sum item of work described in all applicable Sections as part of this Project. For lump sum items not specifically identified below, the contractor shall provide a schedule of values as directed by the engineer. No lump sum item work shall begin without an approved schedule of values.
Bid Item No. 1: Traffic Control System
The contract lump sum price paid for Traffic Control System shall include full compensation for performing the scope of work specified in the Section 12 “Temporary Traffic Control” of the Special Provisions section and the City’s TTC Guidelines, including all necessary designation of an individual dedicated traffic control coordinator, traffic control plan submittals, project signs, construction signs, implementation and maintenance of the approved traffic control plans for all work in construction zones throughout the duration of the project. This item shall include any flagging costs and arrow boards that the contractor utilizes under the traffic control plan. This item also includes performing pedestrian safety plan submittals, and implementation and maintenance of the approved pedestrian safety plans for all work in construction zones throughout the duration of the project. This item shall include any signage, barricades, cones, krail, surface-mounted channelizers, temporary ramps, and all other appurtenances required to implement pedestrian safety.
Payment for complying with the provisions for Temporary Traffic Control shall be paid by lump sum.
Payments for the lump sum item shall be determined based on the percentage of the bid item work completed as determined by the Engineer at the time the progress payment is prepared.
Bid Item No. 2: Job Site Management
The contract lump sum price paid for “Job Site Management” includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in spill prevention and control, material management, waste management, non-stormwater management, and dewatering activities, including identifying, sampling, testing, handling, and disposing of hazardous waste resulting from your activities, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as ordered by the Engineer.
Bid Item No. 3: Prepare Storm Water Pollution Prevention Plan The contract lump sum price paid for Prepare Storm Water Pollution Prevention Plan shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing the work specified in Section 13, "Water Pollution Control" of these Special Provisions, including developing and implementing the water pollution prevention plan, installing and maintaining BMPs, providing a water pollution control manager, conducting water pollution control training, and monitoring, inspecting, and correcting water pollution control practices and complying with the project storm water pollution prevention plan.
Bid Item No. 7: Water Pollution Control
10 The contract lump sum price paid for Water Pollution Control shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing the work specified in Section 13, "Water Pollution Control" of these Special Provisions, including maintaining, removing and disposing construction site best management practices.
Bid Item No. 8: Clearing and Grubbing
The contract lump sum price paid for Clearing and Grubbing shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing the work specified in Section 17, "Clearing and Grubbing" of the Standard Specifications, including consulting with Arborist, pruning prior to construction, and complying with City and County requirements relating to construction activities near oak trees.
Bid Item No. 86: Mobilization
Mobilization shall consist of preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for the establishment of all offices, buildings and other facilities necessary for work on the project; and for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items on the project site and as referenced in the State Standard Specifications.
Replace the 1st paragraph of section 9-1.16A with:
Submit all requests for progress payments using the forms included in Appendix A:
1. Form CC 1: Progress Payment Request - This form is to be completed and signed by you and attached as a cover sheet to each request for payment. This form will be mandatory on all contract payment requests.
2. Form CC2: Progress Payment Request (Detail) - This form may be used by you to provide the detail required to verify the payment quantities. (City will accept your form if it provides the required information.)
3. Form CC3: Quantity Changes Verification Form - This form is required before any payment can be made based on actual quantities exceeding estimated quantities. At the conclusion of the project, the City will issue a "Balancing Change Order" incorporating all quantity increases and decreases in the contract item of work.
Add to the end of section 9-1.16C:
The following items are eligible for partial progress payment even if they have not yet been incorporated into the work:
1. Bar Reinforcing
2. Water pipes and Appurtenances
3. Storm Drain Pipes and Appurtenances
4. Miscellaneous Metal
Add to section 9-1.17D(1):
Submit Form CC4: Final Release Form from Appendix A. This form must accompany all requests for final payment.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
11 DIVISION II GENERAL CONSTRUCTION
10 GENERAL
Add to the end of section 10-1.02C(2):
You must protect all existing irrigation component/systems not identified on the plans. Existing irrigation components/systems shall be relocated to maintain irrigation of existing plantings adjacent to the work areas. Contractor shall schedule a test of the irrigation system prior to any modification with the presence of the Engineer, Parks representatives, and private property owner representatives, and shall get written buyoff from the associated representatives after relocation work has been completed. Failure to perform testing shall deem the contractor liable for all irrigation and landscaping repairs.
If you damage any City irrigation component or system you will replace in accordance with the latest City Standards at your cost.
If you damage any private irrigation component or system you will replace it to an equal or better condition at your cost.
Contractor is required to water existing landscaping by alternative means, when irrigation systems are turned off for work.
10-1.02C(Landscaping)
You must protect all existing landscaping, including trees, not identified on the plans to be removed.
If you damage any landscaping not identified to be removed, you will replace at your cost. 10-1.02F Potholing for Utilities
It is recognized by you and the City that the locations of existing utilities as shown on the plans are approximate, their actual location is unknown. Recognition is given to the fact there may be additional existing utilities unknown to either party to the contract. Location of utilities, as shown on the drawings, represents the best information obtainable from utility maps and information furnished by the various agencies and companies involved. The City warrants neither the accuracy nor the extent of the actual utilities involved.
All existing utilities are to remain in service and operational during construction. All required relocation of existing facilities which interfere with the work shall be made by the owning agencies or as identified in these Special Provisions and plans.
Perform all operations necessary to excavate, expose, and verify the location of existing utility mains and laterals that may cross or be in conflict with the proposed facilities and at tie-in locations.
Notify Underground Service Alert (USA) at 1-800-642-2444 and all utility companies which have underground facilities within the limits of work 72 hours before beginning any excavation work.
Where a possible at-grade conflict with existing underground utilities appears on the plans, determine its location a minimum of 100 feet ahead of the work prior to trenching unless prior pothole information is shown. Grade and alignment changes must be made only if approved by the Engineer.
The horizontal and vertical locations shown for the existing underground utilities are approximate. It is your responsibility to locate all utility lines in the construction area prior to excavation. Any damage to existing utility, structure, or service, whether or not indicated on the plans must be repaired at your expense in a manner approved by the Engineer.
Submit a report for each pothole. The report must be typed and clearly drawn to show all necessary details, including:
1. Sketch showing the location, date, depth, conditions encountered, person in charge of potholing, and any other information requested by the Engineer
2. Utility and City Public Work person(s) notified
12 Do not proceed with excavation operations where underground utilities lie as shown on the plans or marked by USA until related potholing work has been completed to the satisfaction of the Engineer. Notify the Engineer of any potential conflicts with underground utilities.
Hand dig as necessary to protect existing utilities.
Notify the Engineer of conflicts in which there is less than two foot of separation between the existing and proposed utility.
Payment for potholing utilities is included in the payment for the various items of work involved.
Replace the paragraph in section 10-1.04 with:
10-1.04A General
Not Used
10-1.04B Preconstruction Conference
As requested by the Engineer the Contractor and representatives of sub-contractors may be requested to attend a preconstruction meeting. Agenda and preparation and distribution of the meeting minutes must be per the requirements set forth by the Engineer.
10-1.04C Progress Meetings
Schedule appropriately throughout progress of work at weekly intervals, or at intervals determined by the Engineer.
Make arrangements for attendance of appropriate participants, including Subcontractors.
Progress Meeting Agenda must be determined by the Engineer and may include:
1. Review minutes of previous meetings
2. Review of Work in progress
3. Field observations, problems, and decisions
4. Identification of problems which impede progress
5. Review: Submittal schedule; status of submittals; off-site fabrication; delivery schedules; and progress schedule
6. Corrective measures to regain projected schedules, if any
7. Planned progress during succeeding work period; Contractor to provide a three-week “look-ahead” schedule at each meeting; coordination of projected progress; effect of proposed changes on progress schedule and coordination
8. Maintenance of quality and work standards
9. Other business relating to Work
10-1.04D Safety Meetings
Run weekly meetings and require attendance of construction crew and Subcontractors. Record minutes and distribute copies within two calendar days after meeting to participants, the Engineer, and those affected by decisions made.
Replace the last paragraph in section 10-6 with:
Contractor is responsible to develop water supply. Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor. If the contractor chooses to use City water, a hydrant permit from the Environmental Utilities Department must be obtained prior to use. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
13 12 TEMPORARY TRAFFIC CONTROL
Add to section 12-1.01:
For details on working hours, lane closures, and red flash restrictions listed in, see Section 7 above.
Replace Reserved in section 12-4.02C(3)(d):
The Contractor will be responsible for notifying residents and businesses of the proposed construction.
Notifications shall be distributed to affected residents and businesses within a minimum 200 feet radius of the job limits, including residents and businesses located on streets adjacent to the construction.
Notifications to affected residents and businesses within the work areas shall consist of “door hanger” type formatted notifications. The notification shall state the street name, the working hours, and the anticipated begin and completion dates for each street. The City will provide a digital copy of “door hanger” for use by the Contractor.
The Contractor shall distribute the door hanger notifications a minimum of 5 working days in advance of any work. This shall be repeated for each duration of night work. Notifications shall be tucked neatly in doorjambs, handles, or partially under mats. Notifications shall not be glued, stapled, tacked, or otherwise attached to property. The Contractor shall take care to stay on designated walkways during delivery of notifications and be polite to citizens encountered.
When work requires the traffic signal be placed in red flash, the Contractor shall submit a Red Flash Request form at minimum 72 hours in advance of the date of work to the Resident Engineer and the City Traffic Engineering Team. Requests placed after 4:30pm shall be considered as placed 8:00am the following day. The Red Flash Request Form is included in the City of Roseville Construction Details. If no work is being performed within an intersection, the Contractor shall inform a City representative so the signal will be restored to normal operations. The intent is that the traffic signal is placed in Red Flash when lanes will be taken approaching and at the intersection and when work will occur within the limit lines.
At all intersections, the Contractor shall provide a minimum of 2 flaggers per intersection while the intersections are in red flash, or as determined by the Engineer.
The Contractor shall diligently progress with operations within signalized intersections and communicate with the Engineer for restoring signalized intersections to normal operations once the Contractor’s operations are complete within the limits of signalized intersections.
Replace Not Used in section 12-3.01D with:
Payment for furnishing and installing Temporary Barricades and Temporary Type K railing is included in the payment for Traffic Control System. Temporary Type K railing will be required as necessary for temporary traffic control setup.
Replace section 12-3.11D with:
Payment for furnishing and installing construction area signs is included in the payment for Traffic Control System.
Replace Not Used in section 12-3.23D with:
Temporary Type K railing will be required as necessary for temporary traffic control setup. Payment for furnishing and installing Temporary Type K railing is included in the payment for Traffic Control System.
Add to the end of section 12-3.32B:
The PCMS’ must be controlled either locally or remotely by a dedicated controller or computer.
Authorized users must be able to both locally and remotely override motorist information messages.
14 The general system functions of the PCMSs must be capable of:
1. Preventing any unauthorized users or systems from gaining access to the PCMSs through an industry authentication and encryption standard level of security.
2. Providing current operational status locally and remotely. Operational status must include current messages, communications system, and power status.
3. Delivering notifications either by telephone, voice, or text messages to alert support staff of trouble conditions.
4. Generating trouble alerts for conditions such as (1) low roadside equipment power or voltage, (2) system communications failure.
5. Measuring periodically and automatically the power levels of all equipment. Alert support staff, locally and remotely via a telephone message, in time to provide supplemental power before the system ceases to operate.
6. Displaying preprogrammed messages based on the time of day and day of week.
Add to the beginning of the RSS for section 12-3.32C:
Place PCMSs at the locations specified in these Special Provisions and as authorized by the Engineer.
Replace Not Used in section 12-3.32D with:
Payment for portable changeable message signs (PCMS) is included in the payment for Traffic Control System.
Replace Not Used in section 12-4.04D with:
Cost Break-Down
The Contractor shall furnish to the Engineer a cost break-down for Traffic Control System.
The Contractor shall determine the quantities required to complete the work shown on the plans. The quantities and values shall be included in the cost break-down submitted to the Engineer. The Contractor shall be responsible for the accuracy of the quantities and values used in the cost break-down submitted.
No adjustment in compensation will be made in the contract lump sum prices paid for the traffic control items due to any differences between the quantities shown in the cost break-down furnished by the Contractor and the quantities required to complete the work as shown on the plans and as specified in these special provisions.
The sum of the amounts for the units of work listed in the cost break-down for traffic control shall be equal to the contract lump sum price bid for the work. Overhead, profit, and labor shall be included in each individual unit listed in the cost break-down.
The cost break-down shall be submitted to the Engineer within 15 days of the Notice to Proceed. The cost breakdown shall be approved, in writing, by the Engineer before any partial payment for the items of striping work will be made.
At the Engineer’s discretion the approved cost break-down may be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment in compensation for the item or items of traffic control work due to changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved cost break-down, the adjustment in compensation may be determined at the Engineer’s discretion in the same manner specified for increases and decreases in the quantity of a contract item of work in accordance with Section 4-1.03B, “Increased or Decreased Quantities,” of the Standard Specifications.
15 The cost break-down shall, as a minimum, include the following items:
ITEM UNIT MEASURE
Construction Area Signs Type Each
Channelizers Type Each
Full compensation for compliance with this section shall be considered included in the amount bid for Traffic Control System and no additional compensation shall be allowed. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
13 WATER POLLUTION CONTROL
Add to section 13-1.04:
Submit a Water Pollution Control Lump Sum Cost Break-Down which itemizes the contract lump sum for water pollution control work. Use the Water Pollution Control Lump Sum Cost Break-Down provided in this section as the basis for the cost break-down. Use the Water Pollution Control Lump Sum Cost BreakDown to identify items, quantities and values for water pollution control work, including Temporary Water Pollution Control Practices. You are responsible for the accuracy of the quantities and values used in the cost break-down submitted. Partial payment for the item of water pollution control will not be made until the Water Pollution Control Cost Break-Down is approved by the Engineer.
Line items indicated in the Water Pollution Control Lump Sum Cost Break-Down in this section with a specified Estimated Quantity must be considered "Project-Specific Minimum Requirements." Incorporate Project-Specific Minimum Requirements with Contractor-designated quantities and values into the Water Pollution Control Lump Sum Cost Break-Down.
Line items indicated in the Water Pollution Control Lump Sum Cost Break-Down in this section without a specified Estimated Quantity must be considered by the Contractor for selection to meet the applicable "Minimum Requirements" as defined in the Manuals, or for other water pollution control work as identified in the "Construction Site BMPs Consideration Checklist" presented in the Preparation Manual. In the Water Pollution Control Cost Break-Down, list only those water pollution control practices selected for the project, including quantities and values required to complete the work for those items.
The sum of the amounts for the items of work listed in the Water Pollution Control Cost Break-Down must be equal to the contract lump sum price bid for water pollution control. Overhead and profit must be included in the individual items listed in the cost break-down.
16 WATER POLLUTION CONTROL LUMP SUM COST BREAK-DOWN
ITEM ITEM DESCRIPTION UNIT ESTIMATED
QUANTITY VALUE AMOUNT
Soil Stabilization
SS-1 Scheduling
SS-2
Preservation of
Property/Preservation of
Existing Vegetation
SS-3
Temporary Hydraulic Mulch
(Bonded Stabilized Fiber
Matrix)
SS-6
Temporary Erosion Control
(Straw Mulch with Stabilizing
Emulsion)
SS-7 Temporary Erosion Control
Blanket (On Slope)
SS-7 Temporary Erosion Control
Blanket (In Swale or Ditch)
SS-7 Temporary Cover (Geotextiles
and Mats)
SS-9 Earth Dikes/Drainage Swales
& Lined Ditches
SS-10 Outlet Protection/Velocity
Dissipation Devices
SS-12 Streambank Stabilization
Sediment Control
SC-1 Temporary Silt Fence
SC-4 Temporary Check Dam
SC-5 Fiber Rolls
SC-7 Street Sweeping
SC-10 Storm Drain Inlet Protection
Tracking Control
TC-1 Temporary Construction
Entrance
Wind Erosion Control
WE-1 Wind Erosion Control
TOTAL
Adjustments in the items of work and quantities listed in the approved cost break-down must be made when required to address amendments to the SWPPP, except when the adjusted items are paid for as extra work.
No adjustment in compensation will be made to the contract lump sum price paid for water pollution control due to differences between the quantities shown in the approved cost break-down and the
17 quantities required to complete the work as shown on the approved SWPPP. No adjustment in compensation will be made for ordered changes to correct SWPPP work resulting from your own operations or from your negligence.
At the Engineer’s discretion, the approved cost break-down may be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment in compensation for the item or items of work due to changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved cost break-down, the adjustment in compensation may be determined, at the Engineer’s discretion, in the same manner specified for increases and decreases in the quantity of a contract item of work in section 9-1.06.
At your request and approved by the Engineer, changes to the water pollution control practices listed in the approved cost break-down, including addition of new water pollution control practices, will be allowed.
Changes must be included in the approved amendment of the SWPPP. If the requested changes result in a net cost increase to the lump sum price for water pollution control, an adjustment in compensation will be made without change to the water pollution control item. The net cost increase to the water pollution control item will be paid for as extra work as provided in section 4-1.05.
Payment for maintaining, removing and disposing construction site best management practices is included in the payment for water pollution control.
Add to section 13-3.01A:
This project's risk level is 2.
The contractor shall prepare the project Stormwater Pollution Prevention Plan (SWPPP).
Replace the 1st paragraph of section 13-3.01C(2)(a) with:
Within 15 days of contract approval, your Qualified SWPPP Developer (QSD) must complete and upload the Permit Registration Documents (PRD's) into the state-wide database of construction projects (referred to as the Storm Water Multi-Application Report Tracking System or SMARTS database). The PRD’s include, but is not limited to, the Notice of Intent (NOI), a risk assessment, post-construction calculations, a site map, a SWPPP, a signed certificate and the first annual permit fee. Coordinate payment of the annual permit fee with the City.
A current QSD, for the State of California, must develop the SWPPP and submit the SWPPP and PRD's into SMARTS.
Before any construction operations can begin, the project must have a Waste Discharge Identification Number (WDID) issued by the State.
You are responsible for the implementation of the SWPPP during construction. You must have a current Qualified SWPPP Practitioner (QSP) implement the conditions of the SWPPP for the project .
Add between the 4th and 5th paragraphs of section 13-3.01C(2)(a):
The following RWQCBs will review the authorized SWPPP:
1. Central Valley RWQCB Region 5
Replace the 6th paragraph of section 13-3.01C(2)(a) with:
If the Regional Water Quality Control Board requires time for review, allow 30 days for review.
18 Do not start job site activities until:
1. the SWPPP is approved by the Engineer
2. a waste discharge ID number (WDID) is issued
3. SWPPP review requirements have been fulfilled
4. Three (3) bound signed copies of the SWPPP has been delivered to the Engineer Replace the paragraphs of section 13-5.04 with:
Not Used
Replace the paragraphs of section 13-6.04 with:
Not Used
Replace the paragraphs of section 13-7.03D with:
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
14 ENVIRONMENTAL STEWARDSHIP
Replace the 1st paragraph of section 14-7.03 with:
If unanticipated paleontological resources including human remains are discovered at the job site, do not disturb the resources and immediately:
1. Stop all work within a 50-foot radius of the discovery
2. Secure the area
3. Notify the Engineer
Add to section 14-8.01:
Noise level requirements apply to all equipment used on the project including, but not limited to, trucks, transit mixers or transient equipment that you might not own. The use of loud signals must be avoided in favor of light warnings except those required by safety laws for the protection of personnel.
Noise control must conform to the Roseville Municipal Code, Chapter 9.24 " Noise Regulations" which can be viewed at the City of Roseville City Clerk's Office.
Replace the 2nd paragraph of section 14-8.02 with:
Noise from job site activities must not exceed 86 dBA Lmax at 50 feet from the job site from 7 a.m. to 4 p.m., Monday through Friday, and 9 a.m. to 6 p.m. on Saturday, Sunday and holidays with approval.
Add to section 14-8.02:
Construction equipment must be properly maintained per manufacturer’s specifications and fitted with the best available noise suppression devices (i.e. mufflers, silencers, wraps, etc). Shroud or shield all impact tools, and muffle or shield all intake and exhaust ports on power equipment.
Construction equipment must not be idled for extended periods of time in the vicinity of noise sensitive receptors.
Locate fixed and/or stationary equipment as far as possible from noise sensitive receptors (e.g., generators, compressors, rock crushers, cement mixers).
In order to minimize noise levels, you must use sound attenuation panels around generators and pumps as required.
19 Add to section 14-11.01:
Prepare a site-specific Health and Safety Plan for the construction process, consistent with general industry standards and Occupational Safety and Health Administration (OSHA) requirements, which would address risks to construction personnel and public safety, such that the health and safety risks would be mitigated to an acceptable level.
Notify the Roseville Fire Department if evidence of soil or groundwater contamination is encountered. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
15 EXISTING FACILITIES
Add to section 15-1.03B:
Section 15-1.03B includes specifications for removing concrete curb, curb and gutter, sidewalk, curb ramp, and pedestrian ramps. Additionally, follow Section 73-10 for the removal of curbs and sidewalks.
Delete the 7th paragraph of section 15-1.03B
Add to the end of section 15-1.03C:
At least 2 business days before hauling the decorative fence to the salvaged material stockpile location, notify the Engineer and inform the Roseville Public Works at telephone no. (916) 746-1330.
The stockpile location is:
2080 Hilltop Circle
Roseville, CA 95747
Add to section 15-1.04 Payment:
Full compensation per square yard for Remove Concrete, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing concrete curb ramps, sidewalk, curb and gutter, curb, traffic islands, island paving as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Adjust Roseville Electric Box to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing pull boxes. Such pull box adjustments shall be constructed in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer.
Any necessary location ties required to accurately locate items after paving are also included. All mis-cut pavement openings shall be completely reconstructed to match the new pavement in all respects.
Concrete is not an acceptable pavement replacement.
Measurement of Adjust Roseville Electric Box to Grade will be the number of such items acceptably adjusted to grade.
The contract unit price paid per each for Adjust Roseville Electric Box to Grade shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete this item of the work, as shown on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.
20 Adjust Water Valve Cover to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing water valves. Such valve or monument adjustments shall be constructed in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer. Any necessary location ties required to accurately locate items after paving are also included. All mis-cut pavement openings shall be completely reconstructed to match the new pavement in all respects.
Concrete is not an acceptable pavement replacement.
Measurement of Adjust Water Valve Cover to Grade will be the number of such items acceptably adjusted to grade.
The contract unit price paid per each for Adjust Water Valve Cover to Grade shall include full compensation for all labor, materials, tools, incidentals, and equipment required to complete this item of the work, as shown on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.
Adjust (Sanitary Sewer) Manhole to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing manholes. Such manhole adjustments shall be constructed in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer.
Any necessary location ties required to accurately locate items after paving are also included. All mis-cut pavement openings shall be completely reconstructed to match the new pavement in all respects.
Concrete is not an acceptable pavement replacement.
Contractor will be required to furnish and install false manhole bottoms in advance of grinding, paving, or other street resurfacing work and removal of false manhole bottom is required after adjustment and inspection. City will require Contractor to ball and flush the entire system to the outfall point for failure to utilize false bottoms while adjusting manholes for grinding, paving, and other street resurfacing work.
Measurement of Adjust Manhole to Grade will be the number of such items acceptably adjusted to grade.
The contract unit price paid per each for Adjust Manhole to Grade shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete this item of the work, as shown on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION III EARTHWORK AND LANDSCAPE
17 GENERAL
Replace the section 17-2.04 with:
Full compensation for all work associated with Clearing and Grubbing, including all tree trimming and vegetation removal within excavation and embankment slope lines and any vegetation that conflicts with the proposed improvements, is considered as included in the lump sum price paid for Clearing and Grubbing and no additional compensation will be allowed therefor.
Tree removal is considered as general clearing and grubbing and will not be paid for separately. Logs, stumps and downed trees are considered as general clearing and grubbing. Prior to removal, all trees must be marked, measured and confirmed with the Engineer.
21 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
19 EARTHWORK
Add to the end of section 19-2.02:
In addition to the requirements of Section 19-2 of the State Standard Specifications, the following shall also apply:
The Contractor shall use extra care in excavating unsuitable materials so as not to aggravate the conditions. If, in the opinion of the Engineer, the Contractor’s methods and equipment are increasing the amount of unsuitable materials to be excavated, the Engineer will require the Contractor to take necessary steps to correct the situation. Should the problem continue, the Contractor shall pay all costs beginning from the time correction steps were last implemented.
When unsuitable material is removed and disposed of, the resulting space shall be filled with material suitable for the planned use. Unsuitable materials shall be removed from the job site and not incorporated into embankments.
The Contractor shall make provisions to replace all material identified as unsuitable prior to placement of hot mix asphalt. Typical treatment for unsuitable base will include excavation of 12” of material and placement of Class II AB.
The estimated quantity for “Unsuitable Material” is for bidding purposes only and an estimated 50 cubic yards has been included. The quantity can be extended, reduced, or deleted at the discretion of the Engineer, with no change in the unit bid price. If unsuitable material is discovered, the Contractor will notify the Engineer for approval of excavation and backfill. If the Engineer does not approve that the material is unsuitable prior to excavation and backfill, the Contractor will be responsible for the cost of excavation and backfill.
The contract unit price paid per cubic yard for Unsuitable Material shall include full compensation for furnishing all labor, materials, tools, equipment, excavation, rock removal, backfill, aggregate base, compaction, removal and incidentals, and for doing all work involved in constructing Unsuitable Material, complete in place, as shown on the plans, as specified in the State Standard Specifications and these Special Provisions, and as directed by the Engineer and no additional compensation will be allowed therefor.
Add to the end of section 19-2.04:
The contract unit price paid per cubic yard Roadway Excavation shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing the work specified in Section 19, "Roadway Excavation" of the Standard Specifications, including but not limited to the roadway excavation in the landscape areas and the removal of dike. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
20 LANDSCAPE
Add to section 20-1.01A:
Landscape work must comply with provisions in the latest version of City of Roseville's Parks Construction Standards and Supplement.
Notify the Engineer not less than 72 hours prior to requiring initial access to the existing irrigation controllers. When the Engineer determines that access to the controllers is required at other times, arrangements will be made to provide this access.
22 Add to section 20-1.01C:
Submit a cost break-down for the contract square foot items of planting and irrigation system. Cost break-down tables must be submitted to the Engineer for approval within 10 working days after the contract has been approved. Cost break-down tables will be approved, in writing, by the Engineer before any partial payment will be made for the applicable items of planting and irrigation system involved.
Cost break-downs must be completed and furnished in the format shown in the samples of the cost break-downs included in this section. Line item descriptions of work shown in the samples are the minimum to be submitted. You may designate additional line item descriptions of work. If you designate additional line item descriptions of work, the quantity, value and amount for those line items must be completed in the same manner as for the unit descriptions shown in the samples. The line items and quantities given in the samples are to show the manner of preparing the cost break-downs.
Determine the quantities required to complete the work shown on the plans. The quantities and their values must be included in the cost break-downs submitted to the Engineer for approval. You are responsible for the accuracy of the quantities and values used in the cost break-downs submitted for approval.
The sum of the amounts for the line items of work listed in each cost break-down table for planting and for irrigation system work must be equal to the contract square foot price bid for Planting and Irrigation System, respectively. Overhead and profit must be included in each individual line item of work listed in a cost break-down table.
No adjustment in compensation will be made in the contract lump sum prices paid for planting and irrigation system due to differences between the quantities shown in the cost break-downs you submit and the quantities required to complete the work as shown on the plans and as specified in these special provisions.
Individual line item values in the approved cost break-down tables will be used to determine partial payments during the progress of the work and as the basis for calculating an adjustment in compensation for the contract lump sum items of planting and irrigation system due to changes in line items of work ordered by the Engineer. When the total of ordered changes to line items of work increases or decreases the lump sum price bid for Planting and Irrigation System by more than 25 percent, the adjustment in compensation for the applicable lump sum item will be determined in the same manner specified for increases and decreases in the total pay quantity of an item of work in Section 4-1.05.
PLANTING COST BREAK-DOWN (SAMPLE)
UNIT DESCRIPTION UNIT
APPROXIMATE
QUANTITY VALUE AMOUNT
Turf from Sod LS
Shrubs, 1 Gallon EA
Soil Amendment, Fertilizer, and Fine Grading SF
Mulch SF
Plant Establishment MO
TOTAL ____________________
23 IRRIGATION SYSTEM COST BREAK-DOWN (SAMPLE)
UNIT DESCRIPTION UNIT
APPROXIMATE
QUANTITY VALUE AMOUNT
Controller and Pedestal
LS
Remote Control Valve (Drip Zone Control Kit)
EA
Subsurface Drip Irrigation
SF
Valve and Valve Box Relocation
LS
Miscellaneous Adjustments to Dripline, Spray
Heads, Lateral Lines, and Bubblers
LS
TOTAL ____________________
Add to section 20-1.01D(1):
Do not apply pesticides before approval from the Engineer.
Delete edits to section 20-1.01D(2) in the RSS and replace the 1st paragraph of section 20-1.01D(2) with:
The Engineer performs a progress inspection at:
1. During pressure testing of the pipelines on the supply side of control valves.
2. Before planting begins and after completion of the work specified for planting in Section 20-3.02C(2).
3. Before plant establishment work begins and after completion of the work specified for planting in Section 20-3.
4. At intervals of one month during the plant establishment period.
Add to section 20-1.02C:
Pesticide used must be limited to the following materials:
1. Aminopyralid
2. Diquat
3. Dithiopyr
4. Clopyralid MEA
5. Fluazifop-P-Butyl
6. Flumioxazin
7. Glyphosate
8. Imazapyr
9. Isoxaben (Preemergent)
10. Oryzalin (Preemergent)
11. Oxyfluorfen (Non-odor type)
12. Pendimethalin (Preemergent)
13. Prodiamine (Preemergent)
14. Sethoxydim
15. Melfluidide (Growth regulator)
Add to section 20-1.03B:
Granular preemergent shall be limited to the following material:
1. Oxadiazon
A minimum of 100 days must elapse between applications of preemergents.
24 Granular preemergent must be applied prior to the application of mulch. Mulch applications must be completed in these areas on the same working day.
Glyphosate must be used to kill stolon type weeds.
Replace item 1 in the list in the 1st paragraph of section 20-1.03C(1) with:
Removing existing plants including trees as shown to be removed Add to section 20-2.01A(4)(d):
Tests must demonstrate to the Engineer, through one complete cycle of the irrigation controllers in the automatic mode, that the associated automatic components of the irrigation systems operate properly. If automatic components of the irrigation systems fail a functional test, these components must be repaired at your expense and the testing repeated until satisfactory operation is obtained.
Associated automatic components must include, but not be limited to, remote control valve actuator systems and remote control valves.
Upon completion of work on an irrigation system, including correction of deficiencies and satisfactory functional tests for the systems involved, the plants to be planted in the area watered by the irrigation system may be planted provided the planting areas have been prepared as specified in these special provisions.
Replace section 20-2.01A(4)(e) with:
A final check of existing and new irrigation facilities must be performed not more than 40 working days and not less than 30 working days prior to acceptance of the contract.
Remote control valves connected to existing irrigation controllers must be checked for automatic performance when the controllers are in automatic mode.
Unsatisfactory performance of irrigation facilities installed or modified must be repaired and rechecked at your expense until satisfactory performance is obtained, as determined by the Engineer.
Repair or replacement of existing irrigation facilities due to unsatisfactory performance must conform to section 20-10.02.
Nothing in this section will relieve you the responsibility for making good or repairing defective work or materials found before the formal written acceptance of the entire contract by the Director.
Payment for final irrigation system check is included in the payment for plant establishment work.
Replace the section 20-2.01B(7) with:
Valve boxes must be precast concrete within paved areas and reinforced plastic in all other areas.
Covers for concrete valve boxes shall be concrete.
Covers for plastic valve boxes must be glass fiber reinforced plastic.
Concrete Valve boxes must be identified on the top surface of the covers by stenciling with paint the appropriate abbreviations for the irrigation facilities contained in the valve boxes as shown. Valve boxes that contain remote control valves must be identified by the appropriate letters and numbers (controller and station numbers). The letters and numbers must be 2 inches in height. The stenciling paint must be a commercial quality, epoxy resin base paint of a color which contrasts with the valve box covers.
Valve boxes must be identified on the top surface of the covers by branding the appropriate abbreviations for the irrigation facilities contained in the valve boxes as shown. Valve boxes that contain remote control
25 valves must be identified by the appropriate letters and numbers (controller and station numbers). The letters and numbers must be 2 inches in height.
Add to section 20-2.04A(1):
Low voltage, as used in this section mean 36 V or less.
Allowance for new irrigation control wires and trenching must comply with the plans shown.
Add to section 20-2.04B:
You may use conductors that are not armor-clad if installed in a conduit.
Low voltage control and neutral conductors in pull boxes and valve boxes, at irrigation controller terminals, and at splices must be marked with adhesive cloth wrap-around markers.
Low voltage control and neutral conductors in pull boxes and valve boxes, at irrigation controller terminals, and at splices must be marked as follows:
1. Conductor terminations and splices must be marked with adhesive backed paper markers or adhesive cloth wrap-around markers, with clear, heat-shrinkable sleeves sealed over the markers.
2. Non-spliced conductors in pull boxes and valve boxes shall be marked with clip-on, "C" shaped, white extruded polyvinyl chloride sleeves. Marker sleeves shall have black, indented legends of uniform depth with transparent overlays over the legends and "chevron" cuts for alignment of 2 or more sleeves Markers for the control conductors must be identified with the appropriate number or letter designations of irrigation controllers and station numbers. Markers for neutral conductors must be identified with the appropriate number or letter designations of the irrigation controllers.
New control and neutral conductors that are to replace existing control and neutral conductors must be the same size and color as the existing control and neutral conductors being connected to.
The color of low voltage neutral and control conductor insulation, except for the striped portions, must be homogeneous throughout the entire thickness of the insulation.
Insulation for conductors may be UL listed polyethylene conforming to UL44 test standards with a minimum insulation thickness of 41 mils for wire sizes
Replace the 8th paragraph of section 20-2.08B(5) with:
Fittings for irrigation sleeve must be schedule 40.
Add to section 20-2.06B(1)
Irrigation controller, enclosure pedestal, concrete pad, and associated components and incidentals shall be per plans.
Add to section 20-2.08C(1)
Sleeves must extend 6 inches beyond paving. The ends of the sleeve must be capped until use.
Replace the section 20-2.10B(2) with:
Ball valves must be per City Standards.
26 Ball valves must be of the same size as the pipeline which the valves serve, unless otherwise noted on the plans.
Add to section 20-3.01A(3)(c):
Submit certificate stating quantity, type, and composition, weight and origin for all amendments and chemicals must be delivered to the City’s Representative before the material is used on the site.
Add to section 20-3.01A(4):
Request at least two working days in advance the following reviews prior to progressing with the work:
1. Completion of rough grading
2. Verification of amendment incorporation depths
3. Finish grade
Provide one-quart sample of proposed amendment to Sunland Analytical Lab Inc. (916)852-8557, for their testing for conformance to this specification. Do not deliver materials to the site until the City’s Representative approves the samples. You are responsible for the testing costs.
Add to section 20-3.01B(3):
Organic Amendment must be determined from soils analysis results. For purposes of bidding only, assume the use of nitrogen-treated fir bark conforming to:
1. Physical Properties: 95% - 100% passing, sieve size 6.35 mm (1/4 inch), 80%-100% passing, sieve size 2.38mm (No. 8, 8 mesh), and 0%-30% passing, sieve size 500 micron (no. 35, 32 mesh).
2. Chemical Properties: Nitrogen Content (dry weight basis), 0.4%-0.6% iron content, minimum 0.08% dilute acid soluble Fe on dry weight basis, soluble salts, maximum 3.5 millimhos/centime @ 25 degree C. as determined by saturation extract method; ash – 6.0%.
Add to section 20-3.01B(4)(a):
Fertilizer must be determined from soils analysis results. For purposes of bidding only, assume the use of 6-20-20 commercial fertilizer and iron sulfate.
Add to section 20-3.01C(1):
Organic amendment and fertilizer incorporation: Materials determined from the soils test must be uniformly distributed throughout all irrigated planting areas and incorporated to a homogeneously blended soil depth of six inches. For purposes of bidding only, assume per 1000 square feet:
6 cubic yards nitrogen stabilized organic
amendment
30 pounds commercial fertilizer (6-20-20)
10 pounds iron sulfate
Apply iron sulfate cautiously, and avoid contact with concrete, since permanent staining may result. Any such stained concrete must be replaced at Contractor’s expense.
Plant pits must have their sides and bottoms loosened or otherwise broken to prevent glazed or compacted surfaces, and must be as shown on the planting detail.
Only un-amended soil must be used beneath the root ball; cultivate bottom of plant pit to improve porosity. Backfill around sides of root ball must be the amended soil taken from adjacent prepared areas.
27 Spread material excavated from plant pits onto adjacent areas as replacement. If additional back fill be necessary, a mixture of one-third organic amendment/fertilizer mix and two-thirds topsoil may be used.
All container plants shall receive plant tablets as follows:
One-gallon and Twogallon plants Two 21-gram tablets
Five-gallon plants Five 21-gram tablets
Fifteen-gallon plants Twelve 21-gram tablets
Space the tablets evenly around the root ball halfway up backfill touching side of root ball. City’s Representative may require excavation of up to 5 percent of all plants selected at random for conformance review.
Finish grade all irrigated planting areas unless otherwise noted, and remove all rocks and clods over one cubic inch to a depth of one inch below finish grade. All areas must be smooth and uniformly graded.
Repair all erosion damage during the construction period.
Unless otherwise noted, all soil finish grades must be one inch below finish grade of walks, pavements, and curbs.
Add to section 20-3.02A:
Request the following reviews prior to progressing with the work:
1. Finish grade
2. Substantial completion
3. Final completion
Replace Not Used in section 20-3.02B with:
Plant botanical names must conform to “Standardized Plant Names”, second edition, and secondly, “A Checklist of Woody Ornamental Plants of California”, Manual 32, University of California. All plants of each clone, species, and cultivar must be delivered to the site labeled with their full botanical names.
Every plant species must be labeled with no less than one label for every ten plants of a species.
Minimum quality of all plant material must conform to prevailing published specifications of the California Association of Nurserymen and the American Association of Nurserymen’s American Standard for Nursery Stock unless otherwise indicated. Additional specifications must be indicated on the drawings.
The quantities shown on the plant list and in labels are for the City’s Representative’s use and are not to be construed as the complete and accurate limits of the contract. Furnish and install all plants shown schematically on the drawings.
All container-grown stock shall be grown in its container for at least six months prior to its planting.
Contractor shall allow one percent of the quantity of plants for removal and inspection. Any plant material, within one year following the final acceptance of the project, determined by the City’s Representative to be defective, restricted, declining or otherwise deficient due to abnormal root growth, shall be replaced by Contractor to the equal condition of adjacent plants at the time of replacement.
Turf from sod shall be minimum 95% purity and 85% germination. Inert matter shall not exceed 2.0% nor weed content 0.00%, with no noxious weeds. Sod type shall be as indicated on the drawings. Sod shall have a well-developed root structure sufficiently mature so that it will hold together when held by one end of the roll. Yellowing, brown, diseased, dried, or pest infested sod shall be rejected. Soil thickness of the sod shall be 1/4 inch to 5/8 inch thick excluding top-growth and thatch; top-growth shall be uniformly mowed to 1-1/2 inch to 2 inches for bluegrasses and ryegrasses with excess clippings and surface debris removed; size of rolls or slabs shall be consistent to the suppliers standard length and width and is not to vary by more than 2% in either dimension.
Foliage roots and stems of all plants shall be of vigorous health and normal habit of growth for its species.
All plants shall be free of all diseases, insect stages, burns, or disfiguring characteristics.
28 Before planting operations commence all or a representative sampling of plant material will be reviewed at the site by the City’s Representative. Remove defective plants installed without such review from the site upon request by the City’s Representative and substitute acceptable plant in its place.
Add to section 20-3.02C(1):
Before planting operations commence, all or a representative sampling of plant material shall be reviewed at the site by the City’s Representative. Defective plants installed without such review shall be removed from the site upon request by the City’s Representative and an acceptable plant substituted in its place.
Locations of all plants must be reviewed prior to planting Maintain all plant material in a healthy growing condition prior to and during planting operations. You are responsible for vandalism, theft and damage to plant material until the commencement of the maintenance period.
Contractor shall be responsible for inspection of all root systems on plant materials. Inspection shall include, but not be limited to, checking for rootbound stock, encircling roots at the perimeter of the container, girdling roots at the top surface of the rootball, and other defective root conditions. Such inspections shall include the complete removal of soil from one percent of plant material containers, or at least one plant from each nursery and each plant type. Contractor shall cut defective or potentially defective girdling, rootbound, and encircling roots and spread the root system into the surrounding backfill. Plants with excessively defective root systems shall be rejected by the Contractor.
Sod installation: Finish grade to smooth even surface allowing for sod thickness at pavement and other structures to leave the sod one-half inch below the finish grade of adjacent structures. The soil surface shall be sufficiently firm to resist impressions over one-quarter inch deep, and shall be lightly rolled until meeting this firmness. The top six to eight inches of soil shall be watered until this zone has an optimum moisture content for root growth.
Sod shall be laid in rows with staggered ends neatly and tightly butted on all edges. Sod shall be protected from wind and sun exposure during storage with a maximum storage period of twenty-four hours. No overlap, gaps, ripples, or other uneven pavement will be accepted. Contractor shall lightly roll all sod after installation to insure optimum contact with the soil. Trimming and cutting around structures shall be completed with sharp tools and carefully fitted so the final appearance is a solid continuous turf.
Remove all trash, excess soil and other debris after completion of all operations. All walks and pavement must be swept and washed clean, leaving the entire area in a neat, orderly condition.
Add to the end of 4th paragraph of section 20-3.02C(3)(d)(ii):
Provide the Engineer with a copy of the instructions before applying the stimulant.
Replace 1st and 2nd paragraphs of section 20-3.02D with:
All work associated with soil amendment, fertilizer, and fine grading shall be included in the lump sum price bid for landscape soil preparation and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in soil amendment, fertilizer, and fine grading, and related incidental work.
Add to Section 20-4.01A:
Section 20-4 includes specifications for performing plant establishment work. The plant establishment period must not be less than 90 calendar days commencing from date of completion of contract work.
Add to Section 20-4.01C(1):
29 Submit watering schedule for use during the plant establishment period within 10 days after the start of the plant establishment period.
Contractor shall collect two one-quart samples in the container planting areas of the in-place topsoil 20 days after completion of planting and submit to Sunland Analytical, (916) 853-8557, for maintenance period fertilizer recommendation. Test results shall be made available to the City’s Representative.
Sample shall be a representative composite taken from several planting areas. Cost of soil test shall be paid for by the Contractor. For purposes of bidding only, assume the use of ammonium sulfate (21-0-0) at 5lbs per 1,000 SF, minimum two applications.
Add to Section 20-4.01D:
Request a final review of the project at least five (5) days in advance of the proposed date. Failure to request this notice will automatically extend the date of completion. The maintenance period will continue until project is deemed complete.
Add to Section 20-4.03B:
Keep all planting areas weed-free at all times during the maintenance period. All pest and disease control will be your responsibility. Keep all planting areas at optimum moisture for plant growth. Settlement of soil and plants and soil erosion will be repaired, and areas replanted as required. Replace dying or deficient plants as soon as they become apparent.
Control weeds within plant basins, including basin walls and ground cover, by hand pulling. Weeds within mulched and ground cover areas and outside of plant basins must be controlled by killing.
When ordered by the Engineer, one application of a preemergent pesticide conforming to section 20-
1.02C, must be applied between 40 working days and 50 working days prior to completion of the plant establishment period. This work will be paid for as extra work as provided in Section 4-1.05 Add to Section 20-4.03C:
Water the plants utilizing the City’s central irrigation control system, where applicable.
Add to section 20-10.02A(1):
Maintain existing irrigation facilities throughout the life of the contract. Before the start of maintaining existing irrigation facilities work, the facilities must be checked for proper operation, and repaired in conformance. Document the condition of existing irrigation facilities. Repair work ordered by the Engineer will be paid for as extra work per these specifications.
Add to the end of 5th paragraph of section 20-10.02C(3):
During winter season, irrigation systems must be operated automatically a minimum of 2 minutes every 2 weeks.
Add to section 20-10.02C(4):
Existing irrigation valves, and controller (and associated pedestal), where shown on the plans to be removed, must be salvaged.
Notify the Engineer in writing if you intend to salvage existing irrigation facilities a minimum of 72 hours prior to salvaging these facilities. Salvaged irrigation facilities must remain the property of the City and must be delivered to City's Representative.
30 Add to section 20-10.03A(1):
Maintain existing planted areas throughout the life of the contract.
Water existing plants per section 20-4.03G.
Delete the first paragraph of section 20-10.03C(4)
Add to the end of the 2nd paragraph of section 20-10.03C(4):
The work must include:
1. Weeds must be killed before the weeds reach the seed stage of growth or exceed 6 inches in length
2. Weeds must be removed from existing planted areas. Weeds must be killed prior to removal. Weed removal in ground cover areas shall extend beyond the outer limits of ground cover areas to the adjacent edges of paving, fences and proposed plants and planting areas, and a 6-foot diameter area centered at each existing tree and shrub outside of existing ground cover areas.
3. When a portion of a new automatic irrigation system is completed, the existing plants to be watered by that portion of the irrigation system shall be watered automatically.
4. Pesticides for maintaining existing planted areas must conform to section 20-1.02C. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
21 EROSION CONTROL
Add to section 21-2.02C:
Import topsoil shall be a homogeneous mineral soil classified as sandy loam, or fine sand. Particle size data shall be based upon standard USDA methodology. Of the material falling in the sand category, a minimum of 80% shall fall in the fine sand range .05 - 5mm. Gravel content greater than 2.0mm shall be less than 15%. Import topsoil shall not contain more silt and clay than the on-site native soil. The sum of silt plus clay shall be less than 25%; the soil shall be nonsaline as determined on the saturation extract.
Salinity shall not exceed 3.0 mmhos/cm, boron shall not exceed 1.0 ppm and the sodium absorption ratio (SAR) shall not exceed 6.0. Soil reaction as determined on a saturated paste shall fall between 5.5 and
7.5. The soil shall be free of organic herbicides, or other growth-restricting chemicals. Contamination may be tested by greenhouse trials using rye grass and radish as test crops using the proposed import soil as substrate. These trials require four to five weeks for completion.
Add to section 21-2.02:
21-2.02S Native Topsoil
Provide a one-quart sample of native topsoil to Sunland Analytical (916)852-8557, for testing for conformance to this specification. No material will be modified until the City’s Representative approves the material. You are responsible for all testing costs. Allow for sufficient time for such testing prior to construction. You are responsible for testing costs for the initial samples and costs for any additional sample due to non-compliance,
Placement of native topsoil must comply with section 20-1.03D.
After planting areas have been excavated, they must be ripped to a depth of seven inches. Next, a threeinch layer of topsoil must be uniformly distributed over these areas and thoroughly incorporated into the top six inches of subsoil by ripping, scraping, or tilling to mix the subsoil with the topsoil into a homogeneous mixture. The remaining layer of topsoil will then be uniformly distributed in the planting areas and compacted in place to 85 percent compaction. The total depth of topsoil to be placed must be as required to achieve the finish grades shown on the plans.
Spread topsoil to a uniform thickness.
31 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION V SURFACINGS AND PAVEMENTS
39 ASPHALT CONCRETE
Add to section 39-2.01A:
Asphalt concrete pavement shall be Hot Mix Asphalt (Type A) and conform to the applicable provisions in Section 71, “Streets” of the City of Roseville’s Construction Standards and Section 39 of the State Standard Specifications.
In addition to the requirements specified in this section of the State Standard Specifications, the following shall apply: The cost for grading and compaction of existing aggregate base material, where shown on the plans, profiles, and cross sections, shall be included within the price paid for placement of Hot Mix Asphalt (Type A).
Replace Reserved in section 39-2.02B(3):
The grade of asphalt binder for Type A HMA must be Type PG-64-10 or Type PG 64-16. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION VI STRUCTURES
51 CONCRETE STRUCTURES
Add to the list in the 2nd paragraph of section 51-1.01A:
8. Drainage inlets
Add to section 51-1.01A:
The concrete for stamped concrete must be integrally pigmented colored concrete. The color must match color no. Davis Style Tile Red #1117, or Scofield Systems Chromix Quarry Red, or as approved equal.
Add to the list in the 6th paragraph of section 51-1.01A:
7. Drainage inlets
Add to section 51-1.01A:
Drop inlet (Type F) must comply with City of Roseville Design Standards DR-1, DR-9, and DR-20, and section 101 of City of Roseville Construction Standards.
Iron and steel items used for inlet metal plate cover, frame and grate must comply with section 75-2.
32 Replace section 51-7.01A with:
51-7.01A GENERAL
Section 51-7 includes specifications for constructing minor structures.
Minor structures include:
1. Pipe culvert headwalls and endwalls for a pipe with a diameter less than 5 feet
2. Drainage inlet per City of Roseville Standards
3. Other structures described as minor structure
Replace section 51-7.01D with:
The price per each shall include all work and materials necessary to furnish and install inlets and manholes as detailed in the Specifications, Plans, and as directed by the Engineer. The price shall be full compensation for installing inlets and manholes, complete in place, including all excavation, backfill, metal frames, covers, frames, grates, and any other miscellaneous metal.
The PER EACH price for “Drain Inlet (Type F)”, “Drain Inlet (Type G1)” shall be full compensation for all labor, equipment, tools, and incidentals to complete each item. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
52 REINFORCEMENT
Add to section 52-1.04:
Payment for steel reinforcement used for various types of drainage inlets is included in the payment for various types of drainage inlets involved.
Payment for steel reinforcement used for drainage manhole is included in the payment for drainage manhole.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 70 MISCELLANEOUS DRAINAGE FACILITIES
Add to section 70-1.01A:
Miscellaneous drainage facilities include storm drain manhole. Storm drain manhole must comply with City of Roseville Standard Detail DR-4 and section 101 of City of Roseville Construction Standards.
Steel reinforcement for drainage manhole must comply with section 52.
Add to section 70-1.04:
Payment for connecting drainage pipes to storm drain manhole is included in the payment for storm drain manhole.
Add to section 70-5.05A:
Drainage inlet markers for City of Roseville drop inlet (Type F) must comply with City of Roseville Standard Detail DR-20 and section 101 of City of Roseville Construction Standards.
33 Add to section 70-5.05A:
Drainage inlet markers for City of Roseville drop inlet (Type F) must comply with City of Roseville Standard Detail DR-20 and section 101 of City of Roseville Construction Standards.
Replace Not Used in section 70-5.05D with:
Payment for drainage inlet marker is included in the payment for type of drainage/drop inlet involved. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION VIII MISCELLANEOUS CONSTRUCTION
72 SLOPE PROTECTION
Add to the end of section 72-2.04:
Excavation, backfill, Rock Slope Protection (RSP) and RSP Fabric (Class 8) are included in the bid item of "Rock Slope Protection (20 lb, Class 1, Method B)."
73 CONCRETE CURBS AND SIDEWALKS
Add to section 73-1.02A:
Concrete must be minor concrete complying with section 90-2 and may contain returned plastic concrete complying with section 90-9.
Replace Not Used in section 73-2.04 with:
Payment for the Concrete Slurry Wall is included in the bid item of “Minor Concrete (Type 4 Barrier Curb)”.
Add to section 73-3.03A:
The sidewalk shall be built in compliance with City Standard 6” of PCC over native soil.
Add to section 73-3.01C:
Within 2 business days of completing the surveys, submit preconstruction and post-construction surveys sealed and signed by one of the following:
1. Land surveyor licensed in the State
2. Engineer who is registered as a civil engineer in the State Replace Reserved in section 73-3.01D(3) with:
For locations shown, perform a preconstruction survey to ensure forms and job site constraints will allow for compliance with required design dimensions and slopes shown. Upon completing the work, perform a post-construction survey to verify design dimensions and slopes requirements are met. The postconstruction survey must include a minimum of 3 measurements for each dimension and slope requirement shown. Individual measurements must be equally distributed across the specified slope or dimensional surface. Document and submit these measurements on the Americans with Disabilities Act Compliance Inspection Report form for the facility type shown. Include the equipment and control used to conduct the survey.
Add to the beginning of section 73-3.03:
Before placing concrete, verify that forms and job site constraints allow the required dimensioning and slopes shown. Immediately notify the Engineer if you encounter job site conditions that will not accommodate the design details. Ordered modifications are change order work.
34 Replace Not Used in section 73-3.04 with:
All associated elements such as landings, transitions to adjacent surfaces, detectable warning surfaces and retaining curbs are included in the payment for Minor Concrete (Curb Ramp). Curb and gutter is paid for as Minor Concrete (Type 2 Curb and Gutter).
Measurement shall include all associated elements such as detectable warning surfaces, grading, saw cutting, and transitions to adjacent surfaces.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
75 MISCELLANEOUS METAL
Add to section 75-2.01:
Miscellaneous iron and steel includes drainage inlet metal plate cover, frame and grate, and manhole frame and cover.
Drainage frame and grate for Drop Inlet (Type F) must comply with City of Roseville Standard Detail DR-9 and section 101 of City of Roseville Construction Standards.
Drainage manhole frame and cover for Drainage Manhole must comply with City of Roseville Detail DR-6 and section 101 of City of Roseville Construction Standards.
Replace section 75-2.04 with:
Payments for metal plate cover, frame and grate, and manhole frame and cover are included in the payments for various types of drainage inlets, manholes, and miscellaneous drainage facilities including area drains.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
79 WATER DISTRIBUTION SYSTEM
79-1 POTABLE WATER PIPE
79-1.01 GENERAL
Section 79-1 includes general specifications for the water distribution system. 79-1.01A Summary
This work shall consist of furnishing and installing 8-inch potable water pipe. This work shall be in conformance with the current City of Roseville Design Standards, Section 8 and City of Roseville Construction Standards, Section 81. Installing potable water pipe includes excavation, backfill, fittings, earthwork, and connection of new pipe to new or existing facilities.
Smaller piping for water services shall comply with requirements elsewhere in these Specifications.
Pressure testing and chlorine disinfection shall comply with requirements elsewhere in these Specifications. 79-1.01B Definitions
Not Used
35 79-1.01C Submittals
The Contractor shall provide a materials list and catalog data sheets naming each product to be used identified by manufacturer and type number.
The Contractor shall submit a pipe lay diagram for all piping larger than 4 inches installed as part of this project.
79-1.01D Quality Assurance
Contractor shall submit quality assurance plan for water distribution system work to the City. 79-1.02 MATERIALS
79-1.02A Ductile Iron Pipe
Ductile iron pipe shall conform to the City of Roseville Design Standards, Section 8 and the City of Roseville Construction Standards, Section 81.
Pipe shall conform to American Water Works Association (AWWA) C150 and AWWA C151 as appropriate. Flanged pipe shall conform to AWWA C115.
Buried ductile iron pipe shall be wrapped in 8 mil minimum thickness polyethylene encasement with ends taped off with vinyl pipe wrap tape in accordance with AWWA C105. 79-1.02C Fittings
Unless otherwise specified or shown on the project plans, all fittings to be used with ductile iron pressure pipe shall conform to the standard for “Ductile-Iron Compact Fittings for Water and Other Liquids” (ANSI/AWWA C-153/A21.53). Approved fitting manufacturers include Tyler and US Pipe. All fittings shall be made in USA.
a) Ductile iron fittings shall be cement mortar lined in accordance with the standard for “Cement Mortar Lining for Ductile-Iron Pipe and Fittings for Water” (ANSI/AWWA C-104/A21.4 and AWWA C-110) and manufacturer’s recommendations.
b) Fittings shall be wrapped and sealed in clear polyethylene encasement in accordance with the City of Roseville Construction Standards.
79-1.02B Pipe Restraints
Thrust blocks shall be used where specified on the Plans. Ductile iron pipe installed as part of this project shall be fully restrained. Joint restraint shall be achieved by means of a mechanical joint restraint device per Section 8 of the City of Roseville Design Standards. 79-1.02C Tracing Wire
A continuous number 12 insulated tracing wire shall be attached to mains, service lines, and appurtenances per the City of Roseville Construction Standard Details and the following:
1. Tracing wire through valve boxes shall be placed outside of riser, but inside the box.
2. Wire splices shall be located above ground and inside of valve boxes, per City Standard Details W-16, W-17, and as follows:
a. Install a copper split bolt connector on the splice. b. Twist the wire together with a minimum of 5 twists.
c. Solder all connections.
36 d. Cover the splice with mastic tape and wrap with vinyl tape.
3. A 12-inch wide, blue plastic non-detectable water pipe marking tape, marked “Buried Water Main Below,” shall be placed in all main line trenches, 12 to 24 inches from the surface. 79-1.03 CONSTRUCTION
1. Contractor shall coordinate tie ins and planned service interruptions for impacted businesses to outside the businesses normal operating hours where they require water service. This will require work outside normal working hours.
2. Ductile pipe installation shall be in accordance with Section 81 of the City of Roseville Construction Standards and the Specifications herein.
3. Bell and Spigot Ductile Iron Pipe. Where bell and spigot joints are used for joining ductile iron pipe, the joints shall be made using rubber rings, US "Tyton", Clow "Super Bell Tite" joint, or approved equal. Gasket seat, gasket, and spigot shall be thoroughly cleaned before assembly of joint. The entire procedure shall be in strict accordance with manufacturer's recommendations.
4. Mechanical Joint Ductile Iron Pipe. Mechanical joints in ductile iron pipe shall be made as follows:
Gland shall be placed on spigot end of pipe with lip extension toward the joint. The rubber gasket shall then be slipped on the pipe with its thick edge toward the gland. The gasket and joint surfaces shall then be thoroughly wetted using a soapy solution made with vegetable soap or similar soap as recommended by the manufacturer. The spigot end of the pipe shall then be inserted to full depth of the mechanical joint socket and the gasket pressed firmly into place in the bell in order to obtain an even "set" all around the joint. The gland shall then be moved into place, the bolts inserted, and the nuts taken up tightly with fingers. The nuts shall then be tightened gradually by wrench a half turn at a time, moving wrench from one nut to another repeating until all nuts are uniformly tight. Final tightness shall be with a torque wrench as follows: three quarter inch bolts 60 to 90 pounds torque, half inch bolts 10 to 30 pounds torque.
5. Flanged Pipe. Flanged joints shall be made up square, with even pressure on the gaskets, and shall be watertight.
6. Grooved Coupling. Grooved couplings shall be prepared or painted as necessary to obtain a leak free seal.
79-1.04 PAYMENT
The price per linear foot shall include all work and materials necessary to furnish and install 8-inch, ductile iron pipe as detailed in the Specifications, Plans, and as directed by the Engineer. The price shall be full compensation for furnishing and installation of pipe, trenching, excavation, backfill, compaction, surface restoration, fittings, restraints, temporary plating, and tie-ins.
The PER LINEAR FOOT price for “Install 8-inch Ductile Iron Pipe” shall be full compensation for all labor, equipment, tools, and incidentals to complete each item. 79-2 VALVES AND APPURTENANCES
79-2.01 GENERAL
This work shall consist of furnishing and installing gate valves and related appurtenances. 79-2.02 SUBMITTALS
Submit materials list and catalog data sheets naming each product to be used identified by manufacturer and type number.
Submit Operations and Maintenance Manuals for approval for all valves. 79-2.03 MATERIALS
37 Valves shall be in conformance with American Water Works Association (AWWA) C500 and C509, as appropriate. Materials and installation shall comply with Section 81 of the City of Roseville Construction Standards.
Gate valves to be used on pipe diameters ranged from 3-inch to 12-inch shall be resilient seated or wedge type and meet AWWA C509 Class C Specifications. The gate valve body, bonnet, and O-ring plate shall be fusion-bonded epoxy coated, both interior and exterior on body and bonnet. Epoxy shall be applied in accordance with AWWA C550 and be NSF 61 Certified. A list of approved gate valves includes: M&H 4067 RW Gate Valve, Mueller A-2360 RS Gate Valve, US Pipe-Metro Seal 250, or approved equal. All gate valves shall be made in USA.
Materials such as valve boxes, valve covers, concrete blocking, riser stock, valve lock-out, nuts and bolts, and any other materials necessary for the installation of valves and appurtenances shall conform to Section 8 “Domestic Water Supply System” of the City of Roseville Design Standards.
Pipe tapping sleeve shall be Romac FTS425 or approved equal.
Minor Concrete (Concrete Pad) shall comply with City of Roseville detail W-2. 79-2.04 PAYMENT
The price per each shall include all work and materials necessary to furnish and install valves and appurtenances as detailed in the Specifications, Plans, and as directed by the Engineer. The price shall be full compensation for installing valves, complete in place, including all excavation, backfill, valve boxes, valve covers, concrete blocking, concrete collar, riser stock, operating nut extension, valve lockout, fittings, nuts and bolts, and any necessary pavement or landscape restoration.
The PER EACH price for “Install 8-inch Gate Valve” and “Install 12-inch Gate Valve” shall be full compensation for all labor, equipment, tools, and incidentals to complete each item. 79-3 FIRE PROTECTION
Not used
79-4 WATER SERVICES AND METERS
79-4.01 GENERAL
This work shall consist of installing new domestic and irrigation water services, meters, and related appurtenances.
Pressure testing and chlorine disinfection shall comply with Section 79-5 of these Specifications. 79-4.02 SUBMITTALS
The Contractor shall provide a materials list and catalog data sheets naming each product to be used identified by manufacturer and type number.
79-4.03 MATERIALS
Domestic and irrigation water services shall be 2" diameter brass piping, in conformance with American Society for Testing and Materials (ASTM) B43 Standard Specification for Seamless Red Brass Pipe, Standard Sizes.
Materials such as brass materials, corporation stops, curb stops, dielectric tape, meters, meter setters, meter couplings, nuts and bolts, polyvinyl chloride (PVC) pressure pipe service saddles, service boxes,
38 services and meters shall conform to Section 8 of the City of Roseville Design Standards, Section 81 of the City of Roseville Construction Standards, and AWWA Standard C800 Underground Service Line Valves and Fittings.
Water meters shall be installed per American Water Works Association (AWWA) Manual M6 and the City of Roseville Construction Standards, Section 81. Water service lines and appurtenances shall be installed per City of Roseville Construction Standards, Section 81.
Buried metal pipe shall be wrapped in 8 mil minimum thickness polyethylene encasement with ends taped off with vinyl pipe wrap tape.
79-4.04 PAYMENT
The price per each shall include all work and materials necessary to furnish and install 2-inch water service pipe, water service meters, and appurtenances as detailed in the Specifications, Plans, and as directed by the Engineer. The price shall be full compensation for furnishing and installation of pipe, meter boxes, meter setters, freeze protection bag, corporation stops, trenching, excavation, backfill, compaction, surface restoration, fittings, restraints, temporary plating, tie-ins, and other appurtenances related to water service pipe and meter box installation.
The PER EACH price for “Install 2-inch Water Service” shall be full compensation for all labor, equipment, tools, and incidentals to complete this item.
79-5 PRESSURE TESTING AND PIPE DISINFECTION
79-5.01 GENERAL
This work shall consist of pressure testing new water pipes and disinfecting new potable water pipes.
Inspection and hydrostatic pressure testing of installed ductile iron pipe shall comply with American Water Works Association (AWWA) Standard C600 for Installation of Ductile-Iron Mains and Their Appurtenances.
Chlorine disinfection shall comply with the AWWA Standard C651 for Disinfecting Water Mains and Section 81 of the City of Roseville Domestic Water Supply System Design Standards. 79-5.02 SUBMITTALS
An accuracy certification by approved independent testing laboratories for flow meters and test gauges shall be submitted to the Engineer. Certifications shall be dated no more than 90 days prior to actual system testing.
Prior to testing, Contractor shall provide the following information:
1. Describe precautions that will be taken to protect system equipment that might be damaged under test pressures, and the proposed method for rerouting reclaimed water or sewer flows where the systems must remain in service.
2. Describe the proposed method for disposal of water used in line testing.
3. Submit test bulkhead locations and design calculations, pipe attachment details, and methods to prevent excessive pipe wall stresses.
Prior to disinfection, Contractor shall provide the following information:
1. Testing Schedule and Notification of Disinfection: Submit advance written notice a minimum of 72 hours prior to conducting pipe disinfection.
39 Testing Plan: Submit a written plan that identifies the methods for water disinfection in compliance with AWWA C651
79-5.03 MATERIALS
79-5.03A MANUAL AIR RELEASE VALVES FOR BURIED PIPING
Provide temporary manual air release valves for pipeline test. Construct the pipe outlet in the same manner as for a permanent air valve and after use, seal with a blind flange, pipe cap, or plug and coat the same as adjacent pipe.
79-5.04 TEST BULKHEADS
Design and fabricate test bulkheads per Section VIII of the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code. Materials shall comply with Part UCS of said code. Design pressure shall be at least 2.0 times the specified test pressure for the section of pipe containing the bulkhead. Limit stresses to 70% of yield strength of the bulkhead material at the bulkhead design pressure. Include air release and water drainage connections. 79-5.05 PROJECT CONDITIONS
Pressure testing shall not be performed until each system has been flushed or thoroughly cleaned in accordance with procedures in the section that describes pipeline installation.
Water for flushing and testing shall be provided by the City. The Contractor shall obtain a hydrant permit from the City and pay all costs associated with the meter use. The Contractor shall provide all necessary labor and equipment to extra the water and shall be responsible for the repair of any damage to the existing facilities which can be attributed to this operation. 79-5.06 DISINFECTION REQUIREMENTS
Contractor shall furnish personnel, materials, bulkheads, test plugs, restraints, anchors, temporary connections, pumps, pressure gauges, and other equipment needed to perform disinfection.
Regarding water for disinfection, the Contractor shall:
1. Use potable water for disinfection of pipelines.
2. Coordinate with Construction Manager for specific points from which to draw water.
3. Supply and install all pipe, fittings, valves, coupling, and other materials needed to fill the test lines with water. Care shall be taken not to contaminate the existing system.
4. Supply pipe connection and all necessary apparatus and equipment needed for the test.
Contractor shall disinfect all portions of the pipe that have been installed as part of this Contract and installed by others to be included within the finished pipeline. Disinfection shall occur in all new pipe sections prior to making final connection to existing active operating piping. 79-5.07 PRESSURE TESTING
79-5.07A GENERAL
Perform testing in the presence of the Engineer/Inspector after backfill and proper compaction of trenches. Where lines are installed under roadways and parking areas, perform tests before and after completion of final subgrade preparation and prior to application of surface courses. Notify Engineer in writing at least 48 hours prior to testing. Notification shall be by the Contractor submitting a test form which shall indicate test date, pipeline to be tested, test requirements, and requirements of the Owner.
Prepare each section for testing, using adequate bracing; protect system equipment susceptible to damage by test pressures; make provision for installation of Owner’s pressure gauge in parallel with
40 Contractor’s gauge, if so requested; and maintain services where required.
Testing requirements are stipulated in the AWWA M41 Manual, assorted AWWA Standards based on the various types of piping, and specified herein. Requirements in the AWWA M41 Manual and Standards supersede other requirements of Contract Documents, except where requirements of Contract Documents are more stringent, including higher test pressures, longer test times, and lower leakage allowances.
79-5.07B TESTING PROCEDURE
1. After completion of the installations, Contractor shall test all piping and pipework as herein specified. The Contractor shall furnish all material, equipment, and labor for testing the piping systems. Each system may be tested as a unit or in sections as directed by the Engineer, but each complete system shall successfully meet the requirements specified herein before acceptance by the Engineer.
2. Clean piping before pressure or leak tests.
3. For water testing, the test shall be made by closing valves or providing bulkheads or plugs and filling the pipelines with water, with provisions made for the release of all air in the lines. Lines shall be filled with water 24 hours prior to testing for leakage to allow for absorption of water by pipe or joint material.
4. Specified pressures or heads of water shall be maintained for the periods of time tabulated herein, except where indicated to be air or vacuum, and the leakage determined. Leakage shall not exceed the tabulated values.
5. Test pressures shall be as indicated herein and by the City. The pressure shall be maintained at all times during the test by restoring it whenever it falls an amount of 5 psi for test pressures above 20 psi and 2 psi for test pressures below 20 psi.
6. No leakage is allowed. If leakage is detected, the Contractor shall repair or replace the pipeline and retest it. Do not use paints, asphalts, tars, or other type of pipe compounds to eliminate leaks.
7. The Contractor shall take all necessary precautions to prevent any joints from drawing while the pipelines and their appurtenances are being tested and he shall, at his own expense, repair any damage to the pipes and their appurtenances, or to any other structures, resulting from or caused by these tests.
8. Where any section of the piping contains concrete thrust blocks or encasement, wait at least 10 days after the pour to begin testing.
9. After a satisfactory test, remove the testing fluid, remove test bulkheads and other test facilities, and restore the pipe coatings.
79-5.07C RECORDS
Provide records of each piping installation during the testing. These records shall include:
1. Date of test.
2. Identification of pipeline, or pipeline section, tested or retested.
3. Identification of pipe material.
4. Identification of pipe specification.
41 5. Test fluid.
6. Test pressure.
7. Remarks: Leaks identified (type and location), types of repairs, or corrections made.
8. Certification by Contractor that the leakage rate measured conformed to the specifications. 79-5.08 PIPELINE DISINFECTION
79-5.08A GENERAL
Pipe disinfection shall be in accordance with the most recent edition of AWWA C651.
Following chlorination, thoroughly flush all treated water from the mains until the replacement water, upon both chemical and biological tests, is proved equal to the water quality at the point of supply. All bacteriological tests shall be in accordance with AWWA “Standard Methods for the Examination of Water and Wastewater”.
Disposal of chlorinated water is not allowed. Dechlorinate all water prior to disposal as reviewed by the Engineer.
79-5.08B DISINFECTION PROCEDURE
1. Disinfect the newly installed potable water pipelines by the use of calcium hypochlorite tablets or the slug method in accordance with AWWA C651. Disinfection inspections shall begin only after passing the pressure test.
2. The Tablet Method consists of placing calcium hypochlorite granules and tablets in a device that prohibits their entry into the pipe, then inserting the device with the tablets into the pipe as it is being installed and filling the water main with potable water when the installation is completed. This method may be used only if the pipes and appurtenances are kept clean and dry during construction. This method cannot be used on solvent-welded plastic or on screwed-joint steel pipe because of the danger of fire or explosion from the reaction of the joint compounds with the calcium hypochlorite.
3. Position valves so that the strong chlorine solution in the treated main will not flow into water mains in active service. Open and close valves and hydrants while the system is being disinfected. The City shall verify that a minimum chlorine residual of 50 parts per million (ppm) has been achieved.
Retain treated water at least 24 hours after which time it shall be tested for residual chlorine. If less than 25 parts per million is indicated, additional chlorine in solution shall be added until disinfection satisfactory to the Engineer is obtained.
4. Flush and fill the system with clear water when disinfection has been completed and approved by the Engineer. Chlorinated water shall be neutralized to 1 ppm chlorine residual or less prior to discharge. Discharge location and neutralization methods shall be coordinated with and approved by the City. 72-hour notification to the City is required prior to any discharge of chlorinated water.
5. Chlorinated water resulting from flushing newly installed water lines may be discharged to the City’s sewer system. Permission to discharge chlorinated water into the sewer system shall be granted by the City on a case-by-case basis. Prior to discharging into the sewer system, the Contractor shall sign a form authorizing the City’s Environmental Utilities Department to bill for the amount of water discharged into the system. Contractor shall adhere to terms of hydrant permit acquired by the City.
6. A bacteriological test will be performed after refilling the line and, if not found to be of safe bacteriological quality, Contractor will re-chlorinate the line until the quality of the water is proven to be satisfactory at no additional expense to the City.
7. Where connections are to be made to an existing potable water system, the interior surfaces of all
42 pipe and fittings used in making the connections shall be swabbed or sprayed with a one percent hypochlorite solution before they are installed. Start thorough flushing as soon as the connection is completed continue until all discolored water is eliminated. 79-5.09 PAYMENT
The lump sum amount shall include all work and materials necessary to perform pressure testing and pipeline disinfection as detailed in the Specifications, Plans, and as directed by the Engineer.
The LUMP SUM price for “Pressure Testing and Pipeline Disinfection” shall be full compensation for all labor, equipment, tools, and incidentals to complete this item. 80 FENCES
Replace section 80-4 with:
80-4 DECORATIVE STEEL FENCE
80-4.01 GENERAL
80-4.01A Summary
Section 80-4 includes specifications for constructing decorative steel fences.
Decorative steel fence must match existing fence at the roundabout on-site or an approved equal. 80-4.01B Definitions
Not Used
80-4.01C Submittals
Shop drawings must include:
1. Materials
2. Finishes
3. Dimensions
4. Gauges and thickness
5. Connections between components
6. Relationship and anchorage to adjacent work
Submit two paint samples on 12 inches lengths of posts and pickets. 80-4.01D Quality Assurance
Prevent damages due to stains, discoloration, scratches, dirt, and any other causes while shipping and storing fence materials.
Store unassembled components indoors in a clean, dry location.
Store and handle materials to prevent abrasion or other damage.
Protect dissimilar metals subject to galvanic corrosion from contact with each other and from other surfaces that cause corrosion of metal.
80-4.02 MATERIALS
80-4.02A General
The materials for decorative steel fence must comply with the specifications shown in the following table:
Material Specification
Tube Steel Posts Seamless structural steel
pipe, ASTM A53, Grade A
standard weight (Schedule 40)
Steel Plate, shapes, and bars ASTM A36
43 Steel Plate to be bent or cold formed ASTM A283
Steel tube pickets and rails ASTM A513, hot-rolled
structural steel, 60-ksi tensile
strength, and 45-ksi yield
strength
Bolts and Nuts ASTM A307, Grade A, hot-dip
galvanized
Clips and attachments Per drawings and
manufacturer's
recommendations to be
stainless steel or hot-dip
galvanized
Post caps As shown
Fencing must be galvanized complying with ASTM A526 with a minimum zinc coating weight of 0.90 ounces per square foot. Fencing must be painted with an electrostatic spray, two-coat, powder application. The base coat msut be thermosetting epoxy powder with a minimum 2-4 mil thickness. The top coat will be a black, no-mar, polyester powder coat finish with a minimum 2-4 mil thickness. Coated galvanized framework must have a salt spray resistance of 3,500 hours using ASTM B117 without loss of adhesion. Finish must have a 15-year warranty.
80-4.03 CONSTRUCTION
Erect all fencing plumb, level, square in true alignment, and firmly anchored. Connections (picket to rails and rails to posts) may be welded or drive rivet fasteners.
Remove all burrs and slag from all fencing components before painting.
Clean and prepare the surface to assure complete adhesion of the finish material after galvanizing all components.
Complete touch-up of galvanizing and paint to match factory painting if there is any damage to coating during transport to job site or installation.
80-4.04 PAYMENT
Measurement for decorative steel fence will be made parallel to the ground slope along the line of the completed fence.
Payment for the concrete foundations and post pockets is included in the payment for decorative steel fence.
Payment for the footing in the top of retaining wall is included in the payment for the decorative steel fecnce.
Replace section 80-15.04 with:
80-15.04 REMOVE / RELOCATE FENCE
80-15.04A General
Section 80-15.04 includes specifications for removing or relocating fences. 80-15.04B Materials
Not Used
80-15.04C Construction
Remove fence at location shown.
80-15.04D Payment
Not Used
44 DIVISION IX TRAFFIC CONTROL DEVICES
81 MISCELLANEOUS TRAFFIC CONTROL DEVICES
Replace section 81-3.04 with:
Payment for pavement markers is included in the payment for Thermoplastic Traffic Stripe. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
82 SIGNS AND MARKERS
Add to section 82-1.01A:
Signs must be constructed in accordance with the section 56 of City of Roseville Construction Standards.
Replace Reserved in section 82-3.01C with:
Submit shop drawings for the non-standard roadside signs. The shop drawing must include:
1. Sign panel, with letters and symbols, for each sign type.
2. Color
3. Material
Add to section 82-3.02A:
Roadside sign must comply with section 56-2.02 of City of Roseville Construction Standards.
Replace paragraphs of section 82-3.02B with:
Metal posts must comply with City of Roseville Standard Drawing TS-17A and must conform to section 56-2.02A of City of Roseville Construction Standards.
Replace paragraphs of section 82-3.02C with:
Not Used
Replace paragraphs of section 82-3.02D with:
Not Used
Replace paragraphs of section 82-3.02E with:
Sign panel fastening hardware must comply with section 56-2.02D of City of Roseville Construction Standards.
Replace paragraphs of section 82-3.03A with:
Sign panel installation must comply with section 56-2.04 of City of Roseville Construction Standards.
Replace paragraphs of section 82-3.03B with:
Not Used
45 Replace paragraphs of section 82-3.04 with:
Payment for furnishing sign panels is included in the payment for roadside sign. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
84 MARKINGS
Add to section 84-2.03C(3):
All striping or pavement markings damaged during construction must be repaired at the contractors expense. Repairs must consist of complete replacement of striping or markings as directed by the Engineer.
Add to section 84-2.04:
Payment per square foot for Thermoplastic Pavement Markings, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in placing thermoplastic pavement markings, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Payment per linear foot for Thermoplastic Traffic Stripe, no matter the type, color or width, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing thermoplastic traffic stripe, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Replace Reserved in section 84-9.03C with:
Residue from the removal of painted or thermoplastic traffic stripes and pavement markings contains lead from the paint or thermoplastic. The average lead concentrations are less than 1,000 mg/kg total lead and 5 mg/L soluble lead. This residue:
1. Is a nonhazardous waste
2. Does not contain heavy metals in concentrations exceeding the thresholds established by the Health and Safety Code and 22 CA Code of Regs
3. Is not regulated under the Federal Resource Conservation and Recovery Act (RCRA), 42 USC § 6901 et seq.
Management of this material exposes workers to health hazards that must be addressed in your lead compliance plan.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
46 DIVISION X ELECTRICAL WORK
86–88 RESERVED
Replace Sections 86 and 87 of RSS with:
86-1.01 General
All lighting and electrical systems work must conform to the latest editions of the City of Roseville Design and Construction Standards (including the latest amendments), Roseville Electric's Specifications For Commercial Construction, and Standard Construction Specifications. 86-1.02 Cost Breakdown
Submit a cost break-down for the contract lump sum items of Path and Plaza Lighting and Parking Lot Lighting, and EV Charging Stations and Electrical Equipment. Cost break-down tables must be submitted to the Engineer for approval within 10 working days after the contract has been approved. Cost breakdown tables will be approved, in writing, by the Engineer before any partial payment will be made for the applicable items of planting and irrigation system involved.
Cost break-downs must be completed and furnished in the format shown in the samples of the cost break-downs included in this section. Line item descriptions of work shown in the samples are the minimum to be submitted. You may designate additional line item descriptions of work. If you designate additional line item descriptions of work, the quantity, value and amount for those line items must be completed in the same manner as for the unit descriptions shown in the samples. The line items and quantities given in the samples are to show the manner of preparing the cost break-downs.
Determine the quantities required to complete the work shown on the plans. The quantities and their values must be included in the cost break-downs submitted to the Engineer for approval. You are responsible for the accuracy of the quantities and values used in the cost break-downs submitted for approval.
The sum of the amounts for the line items of work listed in each cost break-down table for Path and Plaza Lighting and Parking Lot Lighting, and EV Charging Stations and Electrical Equipment work must be equal to the contract lump sum price bid for Traffic Signal Modifications and Fiber Optic Signal Interconnect, respectively. Overhead and profit must be included in each individual line item of work listed in a cost break-down table.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
CONSTRUCTION DETAILS
APPENDIX A
MONTHLY PROJECT PAYMENT
ESTIMATE SUMMARY
Payment Estimate No:
Department of Public Works
311 Vernon Street Work Performed Through:
Roseville, CA 95678
Contractor: Project:
Address: Acct.No:
Contract Summary
Original Contract Amount: (1)
Approved Change Orders through #: (2)
Quantity Changes (Requires Project Engineer/Inspector verification): (3) Total Contract Amount to Date: (4)
Payment Summary
Contract Payments
(Payment through PP#_________)
Change Order Payments
(CCO#________________ through ___________)
Total Earnings
Less: Retention: (5%)
In escrow account Yes No
Less: Administrative Deductions
(Deducted from PP# _________________)
Payment Due to Contractor
The undersigned Contractor or Contractor's Authorized Representative certifies that to the best of his knowledge, information, and belief, the work covered in this application for payment has been completed in accordance with the contract documents and the costs shown are true and correct.
Resident Engineer: Senior Engineer: Contractor:
Date: Date: Date:
Form CC 1 REV: 01/15
PERIOD AMOUNT
CURRENT PAY PREVIOUS TO DATE
AMOUNT AMOUNT
Project: PROJECT PAYMENT ESTIMATE
Acct#: Payment Estimate No:
Department of Public Works311 Vernon Street Contrac:Roseville, CA 95678 Work Performed Through:
Item Item Description Unit Estimated Unit Cost Contract No. Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount $ - - $ 0 - $ 0% - $ 0% - $
$ - - $ 0 - $ 0% - $ 0% - $
$ - - $ 0 - $ 0% - $ 0% - $
$ - - $ 0 - $ 0 - $ 0 - $
$ - - $ 0 - $ 0 - $ 0 - $
$ - - $ 0 - $ 0 - $ 0 - $
$ - - $ 0 - $ 0 - $ 0 - $
$ - - $ 0 - $ 0 - $ 0 - $
$ - - $ 0 - $ 0 - $ 0 - $
$ - - $ 0 - $ 0 - $ 0 - $
$ - - $ 0 - $ 0 - $ 0 - $
TOTALS: $ - - $ - $ - $ - $
This Estimate Work Completed Work Remaining Previous Estimates FORM CC 2 REV: 5/07
Project: QUANTITY ADJUSTMENT FORM
Acct.No: Payment Estimate No:
Department of Public Works311 Vernon Street Contractor:Roseville, CA 95678 Work Performed Through:
INSTRUCTIONS
This form is to accompany Progress Payments or the Final Payment where there are quantity changes (variations in quantities) authorized by the Department of Public Works that adjust the Total Contract Amount. Quantity Changes in the amount of:Accompanying Progress Payment # (or Final Payment) have been reviewed and the actual quantities verified.
Item Item Description Unit Unit Cost
No. Quantity
Increase
(Decrease) Amount Quantity
Increase
(Decrease) Amount Quantity
Increase
(Decrease) Amount
$ - - $ 0 - $ $ - - $ 0 - $ $ - - $ 0 - $ $ - - $ 0 - $ $ - - $ 0 - $ $ - - $ 0 - $ $ - - $ 0 - $ $ - - $ - $ Contractor Signature Date Resident Engineer Signature Date Totals
This Estimate Previous Estimates
Contract Quantity Adjustments
To-Date Totals
FORM CC 3 REV: 5/07
APPENDIX B
Prepared by:
EDAW
2022 J Street
Sacramento, CA 95811
March 2009
Mitigation Monitoring Program
Downtown Roseville Specific Plan
Prepared by:
EDAW
2022 J Street
Sacramento, CA 95811
Contact:
John Hope
Project Manager
916/414-5800
March 2009
Prepared for:
City of Roseville
Department of Planning
and Redevelopment
311 Vernon Street
Roseville, CA 95678
Attn: Kevin Payne
Assistant Development
Director
916/774-5256
Mitigation Monitoring Program
Downtown Roseville Specific Plan
P 07110247.01
Downtown Roseville Specific Plan EIR EDAW
City of Roseville MMP-1 Mitigation Monitoring Program
MITIGATION MONITORING PROGRAM FOR DOWNTOWN
ROSEVILLE SPECIFIC PLAN PROJECT
INTRODUCTION
Sections 15091(d) and 15097 of the State Guidelines for the California Environmental Quality Act (CEQA) require public agencies “to adopt a reporting and monitoring program for changes to the project which it has adopted or made a condition of project approval in order to mitigate or avoid significant effects on the environment.” A Mitigation Monitoring Program (MMP) is required by the City of Roseville (City) for the Downtown Roseville Specific Plan project because the Final Environmental Impact Report (EIR) for the project identified potentially significant adverse impacts related to construction and implementation activities, and mitigation measures have been identified to mitigate those impacts.
The MMP contained herein is intended to satisfy the requirements of CEQA as it relates to the Downtown Roseville Specific Plan Project EIR. This MMP is intended to be used by City staff and mitigation monitoring personnel to ensure compliance with mitigation measures during implementation of the project. Mitigation measures presented in this MMP were developed during the preparation of the Draft EIR (December 23, 2008) and Final EIR (March 2009) for the project.
The intent of this MMP is to ensure the effective implementation and enforcement of all adopted mitigation measures. The MMP will provide for monitoring of construction activities and in-the-field identification and resolution of environmental concerns that may arise during project implementation. The MMP may be modified by the City during project implementation, as necessary, in response to changing conditions or other refinements.
MITIGATION MONITORING PROGRAM DESCRIPTION
COMPLIANCE
The City will coordinate all monitoring activities and document the implementation of mitigation measures.
Unless otherwise specified herein, the City is responsible for taking all actions necessary to implement the mitigation measures according to the specifications provided for each measure, and for demonstrating that the action has been successfully completed. The City, at its discretion, may delegate implementation responsibility or portions thereof to the developer, a licensed contractor, or other designated agent.
The City will coordinate the overall administration of the MMP and will verify that City staff members and/or the construction contractor and other responsible parties have completed the necessary actions for each measure. The table below identifies the mitigation measures adopted in the Final EIR, additional information on the monitoring actions and specific implementing entities, including the responsible parties for monitoring actions, and timing of each mitigation action. In cases where the implementing responsibility is shared between the City and construction contractors, the City will be responsible for ensuring that mitigation requirements are implemented.
FIELD MONITORING OF MITIGATION MEASURES
Prior to the issuance of City-approved construction contracts and applicant-sponsored grading and building permits, and during such time as development plans are being prepared for approval by City staff, the City will be responsible for ensuring compliance with mitigation monitoring applicable to the project design phase.
During construction, the City’s Public Works Department will assign inspectors to be responsible for monitoring the implementation of mitigation measures. These inspectors will report to the City’s Public Works Department and will be thoroughly familiar with mitigation measures in the MMP. In addition, the inspectors will be familiar
EDAW Downtown Roseville Specific Plan EIR
Mitigation Monitoring Program MMP-2 City of Roseville
with construction contract requirements, schedules, standard construction practices, and mitigation techniques.
The City will be responsible for onsite, day-to-day monitoring of construction activities, reviewing construction plans, and reviewing equipment staging/access plans to ensure conformance with adopted mitigation measures.
The City will also have the authority to enforce mitigation measures by suspending specific construction activities.
Once construction has been completed, the City will monitor the project, as necessary.
If any mitigation measures are not being implemented, the City may pursue corrective action. Penalties may include, but are not limited to, the following:
1. Written notification and request for compliance,
2. Withholding of permits,
3. Administrative fines,
4. Stop-work orders,
5. Criminal prosecution and/or administrative fines,
6. Forfeiture of security bonds or other guarantees, and/or
7. Revocation of permits or other entitlements.
Mitigation measures applicable to construction contracts issued by the City (e.g., for parking garages) will be conveyed in contract documents. Failure to comply with these requirements by the construction contractor may also necessitate contract-based penalties.
CHANGES TO MITIGATION MEASURES
Any substantive change to the MMP made by City staff shall be reported in writing to the Planning Department.
Modification to any mitigation measures may be made by City staff subject to one of the following findings, documented by evidence included in the record:
a) The mitigation measure included in the Final EIR and the adopted MMP is no longer required because the significant environmental impact identified in the Final EIR has been found to not exist, or to occur at a level which makes the impact less than significant as a result of changes in the project, changes in conditions of the environment, or other factors.
OR
b) The modified or substitute mitigation measure to be included in the MMP provides a level of environmental protection equal to or greater than that afforded by the mitigation measure included in the Final EIR and the adopted MMP; and the modified or substitute mitigation measures do not have significant adverse effects on the environment in addition to or greater than those which were considered by the responsible hearing bodies in their decisions on the Final EIR and the proposed project; and the modified or substitute mitigation measures are feasible, and the City, through measures included in the MMP or other City procedures, can ensure their implementation.
Findings and related documentation supporting the findings involving modifications to mitigation measures shall be maintained in the project file with the MMP and shall be made available to the public upon request.
Downtown Roseville Specific Plan EIR EDAW
City of Roseville MMP-3 Mitigation Monitoring Program
MITIGATION MONITORING PROGRAM
The table presented on the following pages provides the MMP for the Downtown Roseville Specific Plan project.
The MMP identifies the following.
Mitigation Measure – This provides the text of the mitigation measure identified in the Final EIR and identifies the mitigation measure according to the number in the Final EIR. The mitigation measures are presented by topic (e.g., air quality) in the same sequence as that presented in the Final EIR.
Implementation – This identifies the entity responsible for complying with the requirements of the mitigation measure and identifies the method and/or process by which the mitigation measure will be implemented.
Timing – This identifies the time frame in which the mitigation will take place.
Reviewing Party – This identifies the party responsible for reviewing and ensuring implementation of each mitigation measure.
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-4 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party Public Services
4.3-4: Increased Demand for Public School Facilities and Services. The proposed project would generate approximately 23 high school students. To ensure adequate funding is available for high school facilities necessary to accommodate the increase in student population caused by the proposed project, landowners and developers shall pay school mitigation fees in accordance with the City of Roseville Ordinance 2434 before issuance of building permits for construction in the Plan area. Development projects in the Plan area that include only residential land uses shall enter into a Mutual Benefit Agreement (MBA) with school districts serving that area.
Implementation of Mitigation Measure 4.3-4 would ensure adequate funding is made available to school districts to pay for construction and operation of new school facilities as needed to serve development. School impact fees are typically an insufficient amount to fund 100% of new school facility construction. However, the California Legislature has declared that the school impact fee is deemed to be full and adequate mitigation under CEQA (Government Code Section 65996). With payment of the state-mandate fees, impacts on school services and facilities would be reduced to a less-thansignificant level.
The applicant shall pay school
mitigation fees in accordance
with the City of Roseville
Ordinance 2434
Prior to issuance of building
permits
PRD
Geology and Soils
4.4-3: Seismically-Induced Risks to People and Structures Caused by Landsides. To minimize potential damage from unstable soil (landslides) along Dry Creek, the project applicant shall hire a qualified, licensed geotechnical engineer to map the Dry Creek corridor for clay-rich, weak soils, and high groundwater conditions prior to any construction or grading activities occurring in Dry Creek. Any unstable or hazardous slopes identified during the geotechnical investigation shall be identified by the geotechnical engineer and the geotechnical engineer shall provide recommendations for preventing landslides during project design and/or construction. These measures shall be included in grading permits prior to approval by the City.
The applicant shall hire a
qualified, licensed geotechnical
engineer to map the Dry Creek
corridor for clay-rich, weak soils,
and high groundwater conditions
Prior to issuance of grading
permit; prior to grounddisturbing construction
activities associated with
bridges
PWD
The project contractor shall
Implement standard engineering
requirements
During ground-disturbing
construction activities
PWD
The project contractor shall
implement all recommendations
of the geotechnical investigation
During ground-disturbing
construction activities
PWD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-5 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party Aesthetics
4.5-3: Impacts from Lighting and Reflective Surfaces. Operation of the golf course at nighttime would require the use of high-powered floodlights mounted on poles approximately 25 to 30 feet high that would be placed near or adjacent to existing residences. Prior to installation of nighttime lighting at the golf course, the City shall coordinate with a company specializing in or expertise with exterior lighting systems for golf courses (e.g., Abacus). Floodlighting used shall consist of a double asymmetric beam distribution that ensures minimum upward light and tight control of light overspill into adjacent areas.
The golf course shall be designed to incorporate a line of trees located along the outermost boundary between the golf course and all adjacent residences.
The applicant shall coordinate
with a company specializing in or
expertise with exterior lighting
systems for golf courses
Prior to installation of
nighttime lighting at the golf
course
PRD
The applicant shall design the
golf course with double
asymmetric beam distribution
floodlights
Prior to operation of the golf
course
PRD
The applicant shall design the
golf course with a line of trees
located along the outermost
boundary between the golf course
and all adjacent residences
Prior to operation of the golf
course
PRD
Traffic and Circulation
4.6-1: Unacceptable Peak Hour LOS at Signalized Intersections under Existing Plus Project Conditions. The Specific Plan would establish a Pedestrian Overlay District within the Plan area. The Pedestrian Overlay District is would construct physical improvements at intersections in the Plan area to encourage pedestrian activity and increase pedestrian safety. Although three signalized intersections in the study area would operate below LOS C, they would be located in the Pedestrian Overlay District which would make the intersections exempt from the City’s LOS C policy. Therefore, the project would result in a less-than-significant impact.
No actions necessary
4.6-2: Unacceptable p.m. Peak Hour LOS at Signalized Intersections under Cumulative (2020) Plus Project Conditions. The Specific Plan would establish a Pedestrian Overlay District within the Plan area. The Pedestrian Overlay District is would construct physical improvements at intersections in the Plan area to encourage pedestrian activity and increase pedestrian safety.
Establishment of a Pedestrian Overlay District would reduce impacts to the Judah Street/Vernon Street and Washington Boulevard/Main Street intersections because it would these intersections exempt from the City’s LOS C policy such that the intersections would operate at an acceptable LOS.
The following mitigation measures are identified for the significant impacts under the Cumulative (2020) Plus Project scenario at signalized study intersections:
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-6 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party ► LOS D at Yosemite Street/Atlantic Street. The addition of project traffic at this intersection under cumulative 2020 conditions would deteriorate operations from LOS C to LOS D. To mitigate project impacts, the southbound right-turn lane could be restriped as a shared left/right-turn lane. With this restriping, the intersection would operate at an acceptable LOS C. The project would be responsible to pay their fair share toward this improvement. This intersection improvement shall be incorporated into the City of Roseville Capital Improvement Program. Incorporating this intersection improvement into the City’s Capital Improvement Program would establish a funding mechanism to collect the remaining funds for this improvement (beyond the project’s fair share). Therefore, implementation of the ultimate improvement would be guaranteed and the impact is considered less than significant.
The City of Roseville shall
incorporate into the City of
Roseville Capital Improvement
Program the restriping of the
southbound right-turn lane at the
Yosemite Street/Atlantic Street
intersection as a shared left/rightturn lane
As part of approval of the
Specific Plan
PRD
► LOS D at Orlando Avenue/Marlin Drive/Cirby Way. The addition of project traffic at this intersection under cumulative 2020 conditions would deteriorate operations from LOS C to LOS D. To mitigate project impacts, the northbound and southbound approaches should be widened to provide one dedicated left-turn lane, one through lane, and one right-turn lane.
With these improvements, the intersection phasing could be modified to provide protected left-turn movements, and would operate at an acceptable LOS C. Please note that, given the curvature of Marlin Drive and Orlando Avenue, the creek just north of the intersection, and right-of-way constraints, the identified mitigation may not be feasible. Therefore, this impact is considered significant and unavoidable.
No actions necessary
► LOS D at Harding Drive/Estates Drive. The addition of project traffic at this intersection under cumulative 2020 conditions would deteriorate operations from LOS C to LOS D. To mitigate project impacts, a dedicated southbound right-turn lane would be needed. With this improvement, the intersection would operate at an acceptable LOS C. The project would be responsible to pay a fair share toward this improvement. Please note that existing development is present on all four quadrants of the intersection, limiting the available right-of-way to implement the improvement which may make the identified mitigation infeasible. Therefore, this impact is considered significant and unavoidable.
No actions necessary
► LOS E at Sunrise Avenue/Eureka Road. The addition of project traffic at this intersection under cumulative 2020 conditions would deteriorate operations from LOS D to LOS E. To mitigate project impacts, a third eastbound left-turn lane could be added to the intersection. With the No actions necessary
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-7 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party improvement, the intersection would operate at LOS D, consistent with the No Project Condition. However, there are potential right-of-way constraints and inherent design complexities of implementing triple leftturn lanes. Therefore, this impact is considered significant and unavoidable.
4.6-5: Parking. To mitigate parking impacts for the Plan area, the project shall provide an additional 580 parking spaces. This shall be accommodated by providing extra spaces within the three planned parking structures, providing additional public parking spaces (as part of developing and implementing the Parking Management Plan), or require development to provide additional parking (e.g., in-lieu fees).
The City of Roseville shall
provide an additional 580 parking
spaces in the Plan area
As part of approval of the
Specific Plan
PRD
Cultural Resources
4.7-1: Disturbance of Architectural Resources. Two of the historic-era resources located within the Plan area to appear to be eligible for CRHR listing.
These resources include: 316 Vernon Street and 419-425 Vernon Street. The Old Town Roseville area is designated as a historic district at the local level by the City of Roseville. Consequently, it is recommended that any alterations made to these eligible resources be conducted in a manner consistent with the Secretary of the Interior’s Standards for the Treatment of Historic Properties, and the Design Guidelines for Central Roseville. Generally, under CEQA, a project that complies with the Secretary of the Interior’s Standards for the Treatment of Historic Properties with Guidelines for Preserving, Rehabilitating, Restoring, and Reconstructing Historic Buildings or the Secretary of Interior’s Standards for Rehabilitation is considered to have mitigated impacts to a historical resource to a less-than-significant level (State CEQA Guidelines Section 15064.5).
The applicant shall ensure
alterations made to buildings at
316 Vernon Street and 419-425
Vernon Street be conducted in a
manner consistent with the
Secretary of the Interior’s
Standards for the Treatment of
Historic Properties, and the
Design Guidelines for Central
Roseville
Prior to issuance of demolition
or building permit
PRD
Development within the Plan area could result in new land uses, infill development, and streetscape improvements. Over the 20-year build-out period for the Specific Plan, future developments within the Plan area could result in impacts to 25 buildings built between 1963 and 1983. These buildings and their locations are listed in Table 4.7-2. Prior to the approval of demolition or building permits that would result in substantial alteration of any of the 15 buildings that will reach 45 years in age by the build-out date, the City shall ensure that an evaluation of significance according to CRHR criteria shall be performed. If the evaluation indicates the property is not eligible for listing in the CRHR, no further action is necessary. If any of these buildings are found to be eligible for listing in the CRHR in conjunction with future evaluations, the The applicant shall ensure
alterations made to 25 buildings
built between 1963 and 1983 are
evaluated for significance
according to CRHR criteria.
Prior to issuance of demolition
or building permit
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-8 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party City shall ensure that the proposed development is consistent with the Secretary of the Interior’s Standards for the Treatment of Historic Properties or develop other methods to avoid significant impacts to these properties in consultation with the State Office of Historic Preservation (OHP). This measure would reduce potentially significant impacts to Architectural Resources to a less-thansignificant level.
If it is not feasible to retain an eligible historic resource, prior to demolition, documentation similar to the standards of the Historic American Building Survey (HABS) shall be conducted. A HABS -like recordation would document the site history, construction history, and current appearance of the eligible resource in the context of Roseville’s history. The HABS-like recordation shall be completed by an architectural historian who meets the Secretary of the Interior’s professional qualifications standards, and an experienced HABS photographer. The final document shall be filed in a local library / repository.
Although this type of documentation eliminates one adverse impact of demolition (i.e., loss of historical information) it does not prevent the physical loss of a historically significant resource.
If an evaluation determines any
of the 25 buildings built between
1963 and 1983 are found to be
eligible for listing in the CRHR,
the applicant shall ensure
development consistent with the
Secretary of the Interior’s
Standards for the Treatment of
Historic Properties or develop
other methods to avoid
significant impacts to these
properties in consultation with
the State Office of Historic
Preservation (OHP)
Prior to issuance of demolition
or building permit
PRD
Implementation of the above mitigation measure would reduce impacts related to disturbance of architectural resources. However, the potential loss of a historically significant resource could occur. While implementation of mitigation measure 4.7-1 would lessen project impacts, demolition of a historical resource would be a significant adverse change and, therefore, considered a significant and unavoidable impact.
If retention of an eligible historic
resource is considered infeasible,
the applicant shall conduct
documentation similar to the
standards of the Historic
American Building Survey
(HABS)
Prior to issuance of demolition
or building permit
PRD
4.7-2: Disturbance of Potential Subsurface Cultural Deposits. In the event that unrecorded cultural materials are identified during construction-related ground disturbing activities, potentially destructive work in the vicinity of the find shall cease until a qualified archaeologist can determine the significance of the find and, if appropriate, provide recommendations for treatment to the City.
Treatment approved by the City shall be implemented prior to resuming ground disturbing activities.
The project contractor shall
Suspend construction work if
unrecorded cultural materials are
identified
During construction-related
ground disturbing activities
PRD
4.7-3: Undiscovered / Unrecorded Human Remains. If human remains are discovered at any project construction site during any phase of construction, work within 50 feet of the remains shall be suspended immediately, and the The project contractor suspend
construction work, if human
remains are discovered, and
During construction-related
ground disturbing activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-9 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party City of Roseville, the project applicant, and the county coroner shall be notified immediately. If the remains are determined by the county coroner to be Native American, the Native American Heritage Commission (NAHC) shall be notified within 24 hours, and the guidelines of the NAHC shall be adhered to in the treatment and disposition of the remains. The City or the project applicant shall also retain a professional archaeologist with Native American burial experience who shall conduct a field investigation of the specific site and consult with the Most Likely Descendant (MLD) identified by the NAHC. As necessary, the archaeologist may provide professional assistance to the MLD including the excavation and removal of the human remains. The City or the project applicant shall implement any mitigation before the resumption of activities at the site where the remains were discovered. notify City of Roseville
The City of Roseville shall notify
County Coroner if human
remains are discovered
During construction-related
ground disturbing activities
PRD
The City of Roseville shall notify
Native American Heritage
Commission if human remains
are discovered
During construction-related
ground disturbing activities
PRD
Hazards and Hazardous Materials
4.8-1: Exposure of Construction Workers, Residents, and Others to Hazardous Materials. A Health and Safety Plan (HASP) prepared for the construction process, consistent with general industry standards and Occupational Safety and Health Administration (OSHA) requirements, would address the risks to construction personnel and public safety, such that these health and safety risks would be mitigated to an acceptable level. A qualified professional, such as a Certified Industrial Hygienist (CIH), would prepare the HASP to provide guidance for personnel involved in trenching and other excavation work where there is evidence of hydrocarbons or other hazardous materials.
The HASP utilized for each construction phase would describe in detail the health and safety guidelines, procedures, and work practices that must be adhered to and the work to be performed, and would also include special details governing certain work, such as working in confined spaces. Should contaminants be found, appropriate measures would be taken to mitigate potential effects related to construction/implementation of the proposed project.
This may include excavation of contaminated soils and disposal at an appropriate facility. The potential contaminants of concern are petroleum hydrocarbons and associated chemicals, such as oxygenates and fuel scavengers, and volatile organic carbons (e.g., PCE, TCE).
The project contractor shall
prepare site-specific Health and
Safety Plan
Prior to grading or
construction
PWD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-10 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party The HASP would address appropriate personal protective equipment (PPE), monitoring to protect on-site workers; and the appropriate level of worker training (e.g., Hazardous Waste Operations and Emergency Response training).
Monitoring may include visual and olfactory observation (e.g., soil staining or unusual odors), or air monitoring with hand-held devices (e.g., photo-ionization detector) to detect volatile hydrocarbons. Health-risk based action levels should be identified for various contaminants that would trigger modifications to work practices. Work practice modifications may include the cessation of construction activities until soil or groundwater sampling is performed, or an increase in the level of PPE or worker training. A Sampling and Analysis Plan (SAP) would accompany the HASP to determine if contaminants of concern are present and at what concentrations.
The HASP would also address procedures to follow if unknown objects (e.g., USTs, underground piping) are encountered during construction activities.
Specialized contractors would be hired to decommission and remove such USTs and perform confirmation sampling as necessary. The implementation of an adequate site-specific HASP would reduce the health risk to construction personnel by these recognized environmental conditions to a less-thansignificant level.
In addition, the following measures shall apply to construction activities, as appropriate.
1) The construction contractor shall notify the Roseville Fire Department if evidence of soil or groundwater contamination (e.g., stained soil, unusual odor in groundwater) is encountered during construction activities. Any contaminated areas shall be remediated in accordance with recommendations made by the Fire Department, RWQCB, DTSC, or other appropriate federal, state, or local regulatory agencies.
The project contractor shall
notify the Roseville Fire
Department if evidence of soil or
groundwater contamination is
encountered
During construction-related
ground disturbing
PRD
The applicant shall remediate
contaminated areas in accordance
with recommendations made by
the Fire Department, RWQCB,
DTSC, or other appropriate
federal, state, or local regulatory
agencies
Prior to construction-related
ground disturbing activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-11 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party 2) Prior to demolition of any buildings constructed before 1977, the project applicant shall hire a qualified consultant to investigate whether any of these buildings contain lead and/or asbestos-containing materials and lead that could become friable or mobile during demolition activities. If found, the lead and/or asbestos-containing materials shall be removed by an accredited contractor in accordance with EPA and California OSHA standards. In addition, all activities (construction or demolition) in the vicinity of these materials shall comply with California OSHA lead and asbestos worker construction standards. The lead and asbestos-containing materials shall be disposed of properly at an appropriate off-site disposal facility.
The applicant or project
contractor shall investigate
whether any building constructed
before 1977 contain lead and/or
asbestos-containing materials and
lead that could become friable or
mobile during demolition
activities
Prior to approval of building
or demolition permit
PRD
The City would require contractors to prepare a site-specific HASP for individual projects within the Plan area to address current or historic RECs identified in the Phase I to verify that contractors are aware of site-specific RECs. As an alternative, the City could prepare a Plan-wide programmatic HASP to address all RECs identified in the Plan area, although preparation of the HASP is the ultimate responsibility of the contractor.
The applicant or project
contractor shall remove lead
and/or asbestos-containing
materials by an accredited
contractor in accordance with
EPA and California OSHA
standards
Prior to approval of building
or demolition permit
PRD
Biological Resources
Effects on Special-status Fish Species. The following measures shall be implemented to mitigate adverse effects to special-status fish species potentially resulting from the proposed project. To the extent feasible, the project shall be designed and constructed to avoid and minimize adverse effects to specialstatus fish species and aquatic habitats within the Specific Plan area. ► Project construction activities within the aquatic habitat of the active creek channel shall be conducted between June 15 and October 15, during the season that migrating chinook salmon and steelhead are not likely to be present. Construction within the riparian habitat along the upper banks of the creek need not be restricted to this timeframe, provided that the following measures (and those described in Section 4.12, Hydrology and Water Quality”) are implemented to avoid or minimize sediment runoff into the creek.
The project contractor shall
restrict construction activities
within the aquatic habitat of the
active creek channel to between
June 15 and October 15
During construction-related
activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-12 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party ► Silt fencing shall be placed around the construction areas within the aquatic habitat of the active creek channel. Silt fencing shall protect upstream and downstream areas from any construction related impacts. All construction activities within the aquatic habitat of the active creek channel shall be conducted within the silt fence area. Cofferdams shall be used if construction in a live channel is necessary. To the extent feasible, they shall be designed to maintain an open channel to allow continued movement of aquatic species. If dewatering of a construction area is needed, it shall occur according to a Fish Translocation and Salvage Plan prepared by a qualified biologist.
The project contractor shall place
silt fencing around the
construction areas within the
aquatic habitat of the active creek
channel
During construction-related
activities
PRD
The project contractor shall
conduct construction activities
inside the silt fence area
During construction-related
activities
PRD
The project contractor shall
design silt fence to maintain an
open channel to allow continued
movement of aquatic species
During construction-related
activities
PRD
► All outflow from any project-related dewatering that may be necessary when excavating the outfall installation areas shall be filtered and pumped downstream of the construction area.
The project contractor shall filter
and pump all outflows
downstream of the construction
area
During construction-related
activities
PRD
► After completion of construction within the aquatic habitat of the active creek channel, all remaining side cast shall be removed from the work area and silt fencing shall be removed.
The project contractor shall
remove all remaining side cast
and silt fencing
After completion of
construction-related activities
PRD
► Revegetation of disturbed areas within the riparian habitat of the active creek channel with native riparian plants shall be accomplished prior to the onset of the winter rains in the year of construction.
The project contractor shall
revegetate disturbed areas within
the riparian habitat of the active
creek channel with native
riparian plants
After completion of
construction-related activities;
Prior to onset of winter rains
in the year of construction
PRD
4.9-2: Effects on Valley Elderberry Longhorn Beetles. The following measures shall be implemented to mitigate adverse effects to valley elderberry longhorn beetles potentially resulting from the proposed project. If valley elderberry longhorn beetles are delisted in the future, as has recently been proposed by USFWS (USFWS 2006a), these measures may be amended to conform to any revised USFWS guidelines regarding this species. ► To the extent feasible, implementation of the project shall be designed and constructed to avoid and minimize adverse effects to elderberry shrubs.
The applicant shall design and
construct project components to
avoid and minimize adverse
effects to elderberry shrubs
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► Before project construction within the riparian habitat of the active creek channel would begin, focused surveys for elderberry shrubs shall be conducted within the Dry Creek riparian corridor and adjacent municipal parks in and within 100 feet of proposed construction-sites. Such surveys will not be required within areas lacking suitable habitat for elderberry The applicant shall conduct
focused surveys for elderberry
shrubs shall be conducted within
the Dry Creek riparian corridor
and adjacent municipal parks in
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-13 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party shrubs (i.e., areas already in residential development). and within 100 feet of proposed construction-sites
► Where elderberry shrubs with 1.0 inch or greater stem diameter are found, USFWS conservation guidelines for valley elderberry longhorn beetles shall be followed by establishing a 100-foot buffer around the dripline of such shrubs wherever feasible to completely avoid potential impacts to valley elderberry longhorn beetles (USFWS 1999). All buffers shall be marked with brightly colored flags or fencing and shall be maintained until project construction is complete. Earthmoving activities, herbicide use, and other construction and maintenance activities with potential to impact valley elderberry longhorn beetles and/or their host shrubs would be avoided within these buffer zones. A qualified biologist will provide project contractors and construction crews working in the vicinity of an elderberry shrub buffer zone with a worker-awareness program before such work begins. This program will be used to describe the species, its habits and habitats, its legal status and required protection, and all applicable mitigation measures.
The project contractor shall
establish a 100-foot buffer
around the dripline of elderberry
shrubs wherever feasible with
brightly colored flags or fencing
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall
restrict earthmoving activities,
herbicide use, and other
construction and maintenance
activities within the 100-foot
buffer zone
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall hire
qualified biologist to provide a
worker-awareness program
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► If complete avoidance of shrub buffer zones is not feasible, USFWS shall be consulted. It is anticipated that either a new buffer width would be agreed upon along with additional protections for the safety of the beetles and shrubs, or that shrubs that could not be adequately protected would be transplanted to a protected location before construction would begin, in accordance with established USFWS guidelines (USFWS 1999) and a USFWS-approved mitigation and monitoring plan. Shrubs shall be transplanted to an area protected in perpetuity as habitat for valley elderberry longhorn beetles through a conservation easement or similar mechanism. Replacement mitigation plantings shall also be provided based on USFWS guidelines, which require replacement ratios ranging from 1:1 to 8:1 for lost stems at least 1 inch in diameter, depending on the size of the affected stems. Associated native species will be planted at ratios ranging from 1:1 to 2:1 for each elderberry planting. Transplants and mitigation plantings shall be monitored to ensure that USFWS success criteria are met (i.e., 60 percent survival of elderberry plants and associated riparian plantings). The proponent may elect either 10 years of monitoring, with surveys and reports to USFWS every year; or 15 years of monitoring, with surveys and reports on years 1, 2, 3, 5, 7, 10, and 15. The mitigation and monitoring plan shall describe both short- and long-term maintenance and management of the mitigation site; and specify remedial measures to be The applicant shall consult with
USFWS If complete avoidance of
elderberry shrub buffer zones is
not feasible
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The applicant shall implement
measures as determined through
consultation with USFWS
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-14 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party undertaken if mitigation success criteria are not met. Long-term management of mitigation lands shall be ensured by establishing a management endowment or other suitable funding source. The mitigation shall be implemented in a preserved portion of the project site in Dry Creek’s riparian corridor, elsewhere within the Dry Creek watershed, or in suitable habitat elsewhere in Placer County or an adjacent county. If mitigation occurs off-site, it shall be at a location that would provide at least equal-quality habitat for valley elderberry beetles as the project site after implementation of the mitigation.
4.9-3: Effects on Raptors and Special-status Birds. The following measures shall be implemented to mitigate adverse effects to raptors and special-status birds potentially resulting from the proposed project.
► Potential disturbance of nesting special-status birds and raptors shall be reduced by limiting vegetation removal and grading to the non-breeding season (generally September 1 to February 28) to the extent feasible.
The project contractor shall
restrict vegetation removal and
grading activities to between
September 1 to February 28
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► To avoid nest disturbance and a potential reduction in fledging success resulting from construction activities within the riparian habitat of the active creek channel and during the breeding season (March 1 to August 31), focused surveys for raptors and special-status birds would be conducted by a qualified biologist no more than 15 days prior to the beginning of construction. Surveys for raptors and special-status birds would include suitable nesting habitat within 500 feet of construction areas. If no active nests are found, no further measures would be needed.
The project contractor shall
conduct focused surveys for
raptors and special-status birds
would be conducted by a
qualified biologist during the
breeding season
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► If active raptor or special-status bird nests are found, impacts would be avoided by the establishment of appropriate buffers and/or nest monitoring by a qualified biologist. The size of the buffer would be determined by a qualified biologist and may vary, depending on the species biology, location, nest stage, and specific construction activities to be performed while the nest is active. A qualified biologist shall monitor active nests to determine when the young have fledged and are feeding on their own, or the nest has failed. No construction activities would occur within a buffer zone until a qualified biologist confirms that the nest is no longer active.
If focused surveys find active
raptor or special-status bird nests,
the project contractor shall
establish appropriate buffers as
determined by a qualified
biologist and/or conduct nest
monitoring by a qualified
biologist
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall
restrict construction activities
inside buffer zone until a
qualified biologist confirms that
the nest is no longer active
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-15 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party
4.9-6: Jurisdictional Waters and Sensitive Natural Communities. The following measures shall be implemented to mitigate adverse effects to jurisdictional waters and sensitive habitats potentially resulting from the proposed project.
► To the extent feasible, the project shall be designed and constructed to avoid and minimize adverse effects to jurisdictional waters of the United States and riparian habitat within the Specific Plan area. Bioengineering bank stabilization techniques shall be used to the extent feasible and the installation of hardscape within jurisdictional waters of the United States shall be minimized to the greatest extent feasible to achieve the overall project objectives.
The applicant shall design and
construct project components to
avoid and minimize adverse
effects to jurisdictional waters of
the United States and riparian
habitat
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► Wherever possible, riparian woodland habitat shall be avoided and preserved; the connectivity of the Dry Creek riparian corridor shall be maintained and enhanced. Areas of riparian woodland to remain undisturbed shall be clearly marked for avoidance during construction by methods such as fencing of flagging and construction personnel shall be educated about the need to avoid adverse effects on this resource.
The applicant shall avoid and
preserve riparian woodland
habitat
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The applicant shall maintain and
enhance the connectivity of the
Dry Creek riparian corridor
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall mark
areas of riparian woodland with
fencing or flagging
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall avoid
construction activities inside
areas of riparian woodland
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► The project shall incorporate restoration and enhancement of the riparian corridor into the final design plans and construction specifications. Loose rock and concrete debris along the creek banks shall be removed as appropriate. The riparian corridor along the creek channel shall be enhanced by the planting of native shrub, tree, and understory species to
The applicant shall design and
construct project components to
incorporate restoration and
enhancement of the riparian
corridor
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-16 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party The project contractor shall
remove Loose rock and concrete
debris along the creek banks
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall
enhance the riparian corridor
along the creek channel by
planting of native shrub, tree, and
understory species
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► Before any ground disturbing activities begin within the aquatic or riparian habitat of the active creek channel, a qualified biologist shall map potential waters of the United States as part of a formal delineation of waters of the United States and shall identify all riparian habitat that could be affected by the project. The findings shall be documented in a detailed report and submitted to the USACE for verification as part of the formal Section 404 wetland delineation process. If there would be unavoidable effects under USACE jurisdiction, the Section 404 process shall be completed and the acreage of affected jurisdictional habitat shall be replaced and/or rehabilitated. The acreage of jurisdictional wetland affected shall be replaced on a “no-net-loss” basis is accordance with USACE regulations.
Habitat restoration, rehabilitation, and/or replacement shall be at a location and by feasible methods agreeable to USACE. All minimization and compensation measures adopted through the permitting process shall be implemented.
The applicant shall prepare
formal delineation map of
potential waters of the United
States and identify all riparian
habitat that could be affected by a
qualified biologist
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The applicant shall submit
findings to USACE for
verification as part of the formal
Section 404 wetland delineation
process
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► Approval by the RWQCB, as determined during the Section 401 and Section 404 permitting processes, shall be required. All mitigation requirements determined through this process shall be implemented before any ground disturbing activities begin.
The applicant shall acquire
approval from the RWQCB and
implement all requirements of
approval
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► If there would be unavoidable effects to habitats under DFG jurisdiction, a streambed alteration agreement shall be obtained and affected habitat shall be replaced and/or rehabilitated. Because project implementation could result change to the natural flow and/or bed and bank of Dry Creek, the project could require a Section 1602 streambed alteration agreement from DFG. If complete avoidance of indentified riparian habitat is not feasible, the acreage of riparian habitat that would be removed shall be replaced or rehabilitated on a “no-net-loss” basis in accordance with DFG regulations The applicant shall obtain
streambed alteration agreement,
if there would be unavoidable
effects to habitats under DFG
jurisdiction.
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-17 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party and as specified in the streambed alteration agreement, if needed. Habitat restoration, rehabilitation, and/or replacement shall be at a location and by feasible methods agreeable to DFG. All minimization and compensation measures adopted through the permitting process shall be implemented.
The applicant shall replace or
rehabilitate affected habitat on a
“no-net-loss” basis in accordance
with DFG regulations and as
specified in the streambed
alteration agreement
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
4.9-8: Protected Trees. The following measures shall be implemented to mitigate adverse effects to protected trees potentially resulting from the proposed project. Tree removal shall be avoided unless 1) necessary for project construction, 2) identified as safety hazards in a Certified Arborist Tree Survey and located in existing or planned public access areas (e.g., streets, trails), or 3) if exotic invasive species (e.g., tree of heaven). In the Dry Creek riparian corridor, snags, dead wood and branches on live trees, and fallen branches shall be retained to the maximum extent possible due to the important habitat functions that they provide for wildlife.
The applicant shall avoid tree
removal to the maximum extent
possible
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► Based on final approved project plans, the project applicant shall determine where protected trees are present within areas proposed for construction and shall identify trees for avoidance or removal.
The applicant shall determine
where protected trees are present
within areas proposed for
construction and shall identify
trees for avoidance or removal
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► A Tree Preservation Plan shall be prepared for the protected trees within the Plan area that shall be avoided by the project to ensure that they are adequately protected during construction activities. A Certified Arborist shall prepare a Tree Preservation Plan in accordance with the Title 19 Article IV of the Roseville Municipal Code, which shall contain detailed recommendations for tree preservation and removal based on construction and grading plans. The Tree Preservation Plan shall address each tree potentially affected by construction and recommend preservation or removal based on its suitability for preservation, proximity to construction activities, and ability to tolerate impacts. The Tree Preservation Plan shall also include general preservation and construction guidelines to assist in the protection of trees within or near the grading limits or near construction zones. The Tree Preservation Plan shall include recommendations for specific protective measures for trees before, during, and after construction to reduce impacts to trees from development and maintain their health throughout the construction process. The Tree Preservation Plan shall be prepared using information in a Tree Survey and Assessment or similar report including information on each tree’s species, size, location, The applicant shall prepare a
Tree Preservation Plan, by a
Certified Arborist and in
accordance with the Title 19
Article IV of the Roseville
Municipal Code
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The applicant shall submit the
Tree Preservation Plan to the
City of Roseville for review and
approval
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-18 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party condition, and suitability for preservation.
► Where the removal of protected oaks is deemed necessary, the loss shall be mitigated according to Section 19.66.070 of the Roseville Municipal Code which requires that the replacement be calculated based upon an inch-forinch replacement of the diameter at breast height of the tree removed.
Mitigation trees shall be planted at appropriate sites and with appropriate maintenance to ensure their long-term self-sustaining survival. Where possible, mitigation oaks will be planted in canopy gaps along Dry Creek’s riparian corridor within the Plan area, or elsewhere within the City of Roseville. A performance standard of 80 percent of the established mitigation trees shall be met after 5 years. The mitigation trees shall not be dependent upon significant maintenance measures within the last 2 years of monitoring, including supplemental irrigation and staking. Alternatively, an in-lieu fee payment can be made to the City of Roseville Native Oak Tree Propagation Fund, which is calculated per inch based on the diameter at breast height of the tree removed.
The applicant shall mitigate loss
of protected trees according to
Section 19.66.070 of the
Roseville Municipal Code
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
Air Quality
4.10-1: Generation of Short-term Construction-Related Emissions of Criteria Air Pollutants and Precursors. In accordance with the PCAPCD, the applicant shall comply with all applicable rules and regulations as listed above (e.g., Rule 202, 218 and 228). In addition, the following mitigation measures shall be implemented to reduce short-term construction-related air quality impacts. In addition, dust control measures are required to be implemented by all projects in accordance with the City of Roseville Grading Ordinance, and the PCAPCD Fugitive Dust Rule 228.
1. The applicant shall submit to PCAPCD a Construction Emission / Dust Control Plan within 30 days prior to groundbreaking. If the PCAPCD does not respond within 20 days, the plan shall be considered approved. The plan must address the minimum requirements found in section 300 and 400 of District Rule 228, Fugitive Dust
(www.placer.ca.gov/airpollution/airpolut.htm). The applicant shall keep a hard or electronic copy of Rule 228, Fugitive Dust on-site for reference.
The project contractor shall
submit a Construction Emission /
Dust Control Plan to PCAPCD
for review and approval
30 days prior to constructionrelated ground disturbing activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-19 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party
2. The Construction Emission/Dust Control Plan shall include a comprehensive inventory (i.e. make, model, year, emission rating) of all heavy-duty off-road equipment (50 horsepower (HP) of greater) that will be used an aggregate of 40 or more hours for the construction project. The project representative shall provide PCAPCD with the anticipated construction timeline including start date, and name and phone number of the project manager and on-site foreman. The plan shall demonstrate that the heavy-duty (> 50 HP) off-road vehicles to be used in the construction project, including owned, leased and subcontractor vehicles, will achieve a project wide fleet-average 20% NOX reduction and 45% particulate reduction compared to the most recent ARB fleet average. PCAPCD shall be contacted for average fleet emission data. Acceptable options for reducing emissions may include use of late model engines, low-emission diesel products, alternative fuels, engine retrofit technology, after-treatment products, and/or other options as they become available. Contractors can access the Sacramento Metropolitan Air Quality Management District’s web site to determine if their off-road fleet meets the requirements listed in this measure
(http://www.airquality.org/ceqa/Construction_Mitigation_Calculator.xls).
The project contractor shall
prepare a Construction Emission/
Dust Control Plan that includes a
comprehensive inventory list of f
all heavy-duty off-road
equipment that will be used an
aggregate of 40 or more hours for
the construction project
30 days prior to constructionrelated ground disturbing activities
PRD
The project contractor shall
prepare a Construction Emission/
Dust Control Plan that includes
anticipated construction timeline
including start date, and name
and phone number of the project
manager and on-site foreman
30 days prior to constructionrelated ground disturbing activities
PRD
The project contractor shall
prepare a Construction Emission
/ Dust Control Plan that
demonstrates that the heavy-duty
(> 50 HP) off-road vehicles to be
used in the construction project,
including owned, leased and
subcontractor vehicles, will
achieve a project wide fleetaverage 20% NOX reduction and 45% particulate reduction
compared to the most recent
ARB fleet average
30 days prior to constructionrelated ground disturbing activities
PRD
3. Clean earth moving construction equipment with water or sweep clean, once per day, or as necessary (e.g., when moving onsite), consistent with National Pollutant Discharge Elimination System Best Management Practices, local ordinances, and municipal codes. Water shall be applied to control dust as needed to prevent dust impacts offsite. Operational water truck(s), shall be on-site, as required, to control fugitive dust. Construction vehicles leaving the site shall be cleaned, as needed, to prevent dust, silt, mud, and dirt from being released or tracked off-site.
The project contractor shall clean
earth moving construction
equipment with water or sweep
clean, once per day, or as
necessary (e.g., when moving
onsite), consistent with National
Pollutant Discharge Elimination
System Best Management
Practices, local ordinances, and
municipal codes
During construction-related
ground disturbing activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-20 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party The project contractor shall apply
water to control dust as needed to
prevent dust impacts offsite
During construction-related
ground disturbing activities
PRD
4. Spread soil binders on unpaved roads and employee/equipment parking areas. Soil binders shall be non-toxic in accordance with state and local regulations. Apply approved chemical soil stabilizers, or vegetated mats, etc. according to manufacturers’ specifications, to all-inactive construction areas (previously graded areas which remain inactive for 96 hours).
The project contractor shall
spread soil binders on unpaved
roads and employee/equipment
parking areas
During construction-related
ground disturbing activities
PRD
5. Minimize diesel idling time to a maximum of 10 minutes. The project contractor shall minimize diesel idling time to a
maximum of 10 minutes
During construction-related
ground disturbing activities
PRD
6. Utilize existing power sources (e.g., power poles) or clean fuel generators rather than temporary diesel power generators, if feasible.
The project contractor shall
utilize existing power sources
(e.g., power poles) or clean fuel
generators rather than temporary
diesel power generators, if
feasible
During construction-related
ground disturbing activities
PRD
7. Measures specific to 20+ acre project sites:
► A pre-construction meeting shall be held to review the construction emission/dust control plan for projects requiring grading of 20+ acres.
PCAPCD shall be notified and may attend.
The project contractor shall hold
a pre-construction meeting to
review the construction
emission/dust control plan
Prior to construction-related
ground disturbing activities
PRD
► The applicant shall comply with PCAPCD Fugitive Dust Rule 228; including suspending grading operations when conditions exceed designated wind speeds, and executing proper control of lime or other drying agents.
The project contractor shall
comply with PCAPCD Fugitive
Dust Rule 228
During construction-related
ground disturbing activities
PRD
The project contractor shall
perform a Visible Emissions
Evaluations, by an ARB-certified
representative, routinely (i.e.,
once per week) to evaluate
project related off-road and
heavy-duty on-road equipment
emissions for compliance with
this requirement
During construction-related
ground disturbing activities
PRD
► An applicant representative, ARB-certified to perform Visible Emissions Evaluations (VEE), shall routinely (i.e., once per week) evaluate project related off-road and heavy-duty on-road equipment emissions for compliance with this requirement for projects grading The project contractor shall
comply with PCAPCD Visible
Emissions Rule 202
During construction-related
ground disturbing activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-21 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party more than 20 acres in size, regardless of how many acres are to be disturbed daily.
► Construction equipment exhaust emissions shall not exceed the PCAPCD Visible Emissions Rule 202. Fugitive dust is not to exceed 40% opacity and not go beyond property boundary at any time.
Operators of vehicles and equipment found to exceed opacity limits are to be immediately notified and the equipment must be repaired within 72 hours.
The project contractor shall
notify PCAPCD if Operators of
vehicles and equipment found to
exceed opacity limits
During construction-related
ground disturbing activities
PRD
4.10-2: Generation of Long-Term Operation-Related (Regional) Emissions of Criteria Air Pollutants and Ozone Precursors. The following is a list of mitigation measures developed by PCAPCD to reduce long-term operational impacts to local and regional air quality. Due to the severe nonattainment designation in western Placer County for federal standards, all projects should implement those measures that are logical and feasible.
1. Exceed California Title 24 2008 energy efficiency standards by a minimum of 10%. Areas of Title 24 to be exceeded (e.g., insulation, appliances, and fixtures) shall be determined by the applicant and the City.
The applicant shall design
projects to exceed California
Title 24 energy requirements
Prior to issuance of building
permit
PRD
2. All truck loading and unloading docks shall be equipped with one 110/208- volt power outlet for every two-dock door. Diesel trucks shall be prohibited from idling more than five minutes and must be required to connect to the 110/208-volt power to run any auxiliary equipment. Signage shall be provided.
The applicant shall equip all
truck loading and unloading
docks with one 110/208-volt
power outlet for every two-dock
door
During project operation PRD
The applicant shall prohibit
diesel trucks from idling more
than five minutes and require
diesel trucks to connect to the
110/208-volt power to run any
auxiliary equipment
Prior to issuance of building
permit
PRD
3. Install a gas outlet in all outdoor recreational fire pits, and permanently installed cooking appliances.
The applicant shall install a gas
outlet in all outdoor recreational
fire pits, and permanently
installed cooking appliances
Prior to issuance of building
permit
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-22 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party
4. Only natural gas fireplace appliances are permitted. Where propane or natural gas service is not available, only EPA Phase II certified woodburning devices shall be allowed in single-family residences. The emission potential from each residence shall not exceed 7.5 grams per hour. Woodburning or Pellet appliances shall not be permitted in multi-family developments.
The applicant shall allow only
natural gas fireplace appliances
Prior to issuance of building
permit
PRD
Where propane or natural gas
service is not available, the
applicant shall allow only EPA
Phase II certified wood-burning
devices
Prior to issuance of building
permit
PRD
The applicant shall prohibit
wood-burning or pellet
appliances in multi-family
developments.
Prior to issuance of building
permit
PRD
5. Where feasible, install solar electric generation systems. Recommend participation in Roseville Electric incentive programs for energy-efficient development.
The applicant shall install solar
electric generation systems,
where feasible
Prior to issuance of building
permit
PRD
4.10-3: Exposure of Sensitive Receptors to Toxic Air Contaminant Emissions. The following mitigation measures shall be implemented to reduce the exposure of sensitive receptors to TACs:
► All proposed homes in the Plan area shall be equipped with filter systems with high Minimum Efficiency Reporting Value (MERV) for removal of small particles (such as 0.3 micron) at all air intake points to the home. All proposed dwelling units shall be constructed with mechanical ventilation systems which would allow occupants to keep windows and doors closed and allow for the introduction of fresh outside air, without the requirement of open windows.
The applicant shall equip homes
with filter systems with high
Minimum Efficiency Reporting
Value (MERV) for removal of
small particles (such as 0.3
micron) at all air intake points to
the home
Prior to issuance of building
permit
PRD
► Proposed commercial uses that have the potential to emit TACs (e.g., diesel-fueled engines) shall be located as far away as possible from existing and proposed receptors.
The applicant shall locate
commercial uses that have the
potential to emit TACs (e.g.,
diesel-fueled engines) as far
away as possible from existing
and proposed receptors
Prior to approval of use permit PRD
► Proponents of projects with a residential component shall provide disclosure to future residents advising them of the proximity to the JR Davis Rail Yard and associated health risk impacts.
The applicant shall disclose
future residents advising them of
the proximity to the JR Davis
Rail Yard and associated health
risk impacts
Prior to issuance of building
permit
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-23 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party ► When determining the exact type of facility that would occupy the proposed commercial space, the project shall take into consideration its toxic-producing potential.
The applicant shall take into
consideration its toxic-producing
potential of proposed commercial
space
Prior to approval of use permit PRD
► Proposed facilities that would require the long-term use of diesel equipment and heavy-duty trucks shall develop a plan to reduce emissions, which may include such measures as scheduling such activities when the residential uses are the least occupied, and requiring such equipment to be shut off when not in use and prohibiting heavy-trucks from idling.
The applicant shall prepare and
submit plan to reduce emissions
to the City of Roseville for
review and approval
Prior to issuance of building
permit
PRD
► To the extent feasible, sensitive receptors shall be located as far away from the UPRR maintenance facility as possible.
The applicant shall locate
sensitive receptors as far away
from the UPRR maintenance
facility as possible
Prior to approval of use permit PRD
► Implement Mitigation Measure 4.10-2-2, described above, with respect to electrification of commercial loading dock areas to reduce emissions associated with truck idling.
The applicant shall equip all
truck loading and unloading
docks with one 110/208-volt
power outlet for every two-dock
door
Prior to issuance of building
permit
PRD
4.10-5: Exposure of Sensitive Receptors to Odors. Implementation of Mitigation Measure 4.10-3 to reduce indoor exposure to TACs would also result in a reduction in the intensity of offensive odors from the surrounding odor sources. In addition, the applicant shall require all businesses that occupy the property to install odor-controls as necessary to prevent a substantial dispersion of odors to adjacent residential areas.
The applicant shall install odorcontrols as necessary to prevent a substantial dispersion of odors to
adjacent residential areas
During project operation PRD
Noise
4.11-1: Short-Term Construction-Generated Noise Levels. Although impacts related to short-term construction-generated noise were considered to be less than significant with implementation of the project, the following mitigation is provided to ensure impacts remain at a less-than-significant level.
Construction contractors shall implement the following measures during construction activities.
► Construction equipment shall be properly maintained per manufacturers’ specifications and fitted with the best available noise suppression devices (i.e., mufflers, silencers, wraps, etc). Shroud or shield all impact tools, and muffle or shield all intake and exhaust ports on power equipment.
The project contractor shall
maintain construction equipment
per manufacturers’ specifications
and fitted with the best available
noise suppression devices (i.e.,
mufflers, silencers, wraps, etc)
During construction activities PRD
The project contractor shall
Shroud or shield all impact tools,
and muffle or shield all intake
and exhaust ports on power
equipment
During construction activities PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-24 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party ► Construction operations and related activities associated with the proposed project shall comply with the operational hours outlined in the City of Roseville Municipal Code Noise Ordinance; construction operations shall be limited to between the hours of 7 a.m. and 7 p.m. Monday through Friday and between 8 a.m. and 8 p.m. Saturday and Sunday.
The project contractor shall
comply with the operational
hours outlined in the City of
Roseville Municipal Code Noise
Ordinance
During construction activities PRD
The project contractor shall
restrict construction activities to
between the hours of 7 a.m. and 7
p.m. Monday through Friday and
between 8 a.m. and 8 p.m.
Saturday and Sunday
During construction activities PRD
► Construction equipment should not be idled for extended periods of time in the vicinity of noise-sensitive receptors.
The project contractor shall
restrict construction equipment
from idling for extended periods
of time in the vicinity of noisesensitive receptors
During construction activities PRD
► Locate fixed and/or stationary equipment as far as possible from noise sensitive receptors (e.g., generators, compressors, rock crushers, cement mixers). Shroud or shield all impact tools, and muffle or shield all intake and exhaust ports on powered construction equipment.
The project contractor shall
locate fixed and/or stationary
equipment as far as possible from
noise sensitive receptors (e.g.,
generators, compressors, rock
crushers, cement mixers).
During construction activities PRD
The project contractor shall
shroud or shield all impact tools,
and muffle or shield all intake
and exhaust ports on powered
construction equipment.
During construction activities PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-25 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party ► Where feasible, temporary barriers shall be placed as close to the noise source or as close to the receptor as possible and break the line of sight between the source and receptor where modeled levels exceed applicable standards. Acoustical barriers shall be constructed material having a minimum surface weight of 2 pounds per square foot or greater, and a demonstrated Sound Transmission Class (STC) rating of 25 or greater as defined by American Society for Testing and Materials (ASTM) Test Method E90. Placement, orientation, size, and density of acoustical barriers shall be specified by a qualified acoustical consultant.
The project contractor shall place
temporary barriers as close to the
noise source or as close to the
receptor as possible and break the
line of sight between the source
and receptor where modeled
levels exceed applicable
standards
During construction activities PRD
The project contractor shall
construct acoustical barriers, as
needed, with material having a
minimum surface weight of 2
pounds per square foot or greater,
and a demonstrated Sound
Transmission Class (STC) rating
of 25 or greater as defined by
American Society for Testing and
Materials (ASTM) Test Method
E90
During construction activities PRD
The project contractor shall
acquire expertise of qualified
acoustical consultant for
placement, orientation, size, and
density of acoustical barriers, as
needed
During construction activities PRD
4.11-3: Long-Term Operational Stationary Source Noise Levels. Project applicant(s) for industrial and commercial/office land uses shall implement the following measures to reduce exposure of sensitive receptors to excessive noise levels from future stationary sources.
The applicant shall determine if
the proposed use would likely
generate noise levels adversely
affecting the adjacent noisesensitive uses
Prior to issuance of use permit PRD
1. Industrial and Commercial/Office Land Uses. Where these land uses adjoin common property lines with noise-sensitive uses, the following mitigation measures shall be incorporated into the project design to reduce noise exposure from future stationary sources.
a. During project review the City’s Planning Department shall determine if the proposed use would likely generate noise levels adversely affecting the adjacent noise-sensitive uses. If a proposed project has the potential to generate or expose noise-sensitive uses to noise levels The applicant shall prepare a sitespecific acoustical analysis, If a proposed project has the potential
to generate or expose noisesensitive uses to noise levels exceeding the City of Roseville
noise standards or result in a
substantial (3 dB or greater)
Prior to issuance of use permit PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-26 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party exceeding the City of Roseville noise standards (Tables 4.11-4 through
4.11-6) or result in a substantial (3 dB or greater) permanent increase in ambient noise levels, the project applicant shall prepare a sitespecific acoustical analysis. The acoustical analysis shall be conducted in accordance with the City of Roseville General Plan requirements shown in Table 4.11-5.
permanent increase in ambient
noise levels
b. Loading and unloading areas shall be located so that commercial buildings shield nearby residential land uses from noise generated by loading dock and delivery activities. If necessary, additional sound barriers shall be constructed on the commercial sites to protect nearby noise-sensitive uses.
The applicant shall locate loading
and unloading areas so that
commercial buildings shield
nearby residential land uses from
noise generated by loading dock
and delivery activities
Prior to issuance of use permit PRD
c. Loading dock activity and delivery truck activity at the commercial uses developed on the project site shall only occur during the daytime hours of 7 a.m. to 10 p.m., in order to prevent evening and nighttime sleep disturbance at nearby residential land uses.
The applicant shall restrict
loading dock activity and
delivery truck activity at the
commercial uses to only occur
during the daytime hours of 7
a.m. to 10 p.m.
During project operation PRD
d. All commercial HVAC machinery shall be located within mechanical equipment rooms wherever possible. Equipment manufacturer’s specifications for venting and access to outside air shall be maintained.
The applicant shall locate all
commercial HVAC machinery
within mechanical equipment
rooms wherever possible
Prior to issuance of use permit PRD
The applicant shall maintain
equipment manufacturer’s
specifications for venting and
access to outside air
During project operation PRD
e. Localized noise barriers or rooftop parapets shall be constructed around the HVAC, cooling towers, and mechanical equipment so that line-of-site to the noise source from the property line of the noisesensitive receptors is blocked. Equipment manufacturer’s specifications for venting and access to outside air shall be maintained.
The applicant shall construct
localized noise barriers or rooftop
parapets around the HVAC,
cooling towers, and mechanical
equipment
Prior to issuance of use permit PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-27 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party f. Property maintenance activities at commercial and office uses shall be restricted to daytime hours between 8 a.m. and 9 p.m.
The applicant shall restrict
maintenance activities at
commercial and office uses to
daytime hours between 8 a.m.
and 9 p.m.
During project operation PRD
g. The owner or developer of any mixed-use building containing residential units shall provide written notice to all future residents, occupants, and users that the surrounding area may be subject to levels of noise associated with commercial uses at higher levels than would be expected in residential areas.
The applicant shall provide
notice to all future residents,
occupants, and users that the
surrounding area
Prior to issuance of occupancy
permit
PRD
Project applicant(s) for parking structures shall implement the following measures to reduce exposure of sensitive receptors to excessive noise levels from future stationary sources.
2. Parking Structures. Parking structures located in the immediate vicinity of noise-sensitive land uses shall include the following mitigation measures. a. Orientate parking structures so that nearby noise-sensitive receptors would be shielded from all on-site circulation routes (entrances, exits, and internal routes). If maintaining visibility is required transparent acoustical screens shall be installed on openings with direct line-ofsight to noise-sensitive receptors.
The applicant shall orientate
parking structures so that nearby
noise-sensitive receptors would
be shielded from all on-site
circulation routes
Prior to issuance of use permit PRD
b. Parking structures driveways and entrances shall be located so that the structure serves as a barrier to nearby noise-sensitive receptors.
The applicant shall locate parking
structures driveways and
entrances to act as a barrier to
nearby noise-sensitive receptors
Prior to issuance of use permit PRD
c. Interior reflective surfaces (i.e., ceilings), exposing nearby noisesensitive receptors to elevated noise levels shall have an acoustically absorptive treatment, such as spray-in cellulose applied.
The applicant shall apply
acoustically absorptive treatment
to interior reflective surfaces
Prior to issuance of building
permit
PRD
d. Parking structure capacity shall be limited during more sensitive evening and nighttime hours (7 p.m. to 7 a.m.). (i.e., 50% capacity from 7 p.m. to 10 p.m., 30% capacity from 10 p.m. to 7 a.m.).
The City of Roseville shall limit
parking structure capacity during
more sensitive evening and
nighttime hours
During project operation PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-28 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party e. To ensure compliance, further analysis of on-site noise generation from the proposed parking structures shall be conducted when tentative maps become available.
The City of Roseville shall
conduct noise analysis of on-site
noise generation from the
proposed parking structures
During project operation PRD
4.11-4: Land Use Compatibility of On-site Sensitive Receptors with Future Traffic Noise Levels. Project applicant(s) shall implement the following measures to substantially reduce the exposure of sensitive receptors to excessive roadway traffic noise levels.
The applicant shall determine if
the proposed land use would
potentially be exposed to noise
levels exceeding the City’s noise
level standards
Prior to issuance of use permit PRD
► During project review, the City’s planning staff shall determine if the proposed land use would potentially be exposed to noise levels exceeding the City’s noise level standards. If a proposed project has the potential to generate or be exposed to noise levels exceeding the City of Roseville noise standards (refer to Tables 4.11-4 through 4.11-6) or result in a substantial permanent increase in ambient noise levels (3 dB or greater), the project applicant shall prepare a site-specific acoustical analysis. The acoustical analysis shall be conducted in accordance with the City of Roseville General Plan requirements shown in Table 4.11-5.
The applicant shall prepare a sitespecific acoustical analysis, if a proposed project has the potential
to generate or expose noisesensitive uses to noise levels exceeding the City of Roseville
noise standards or result in a
substantial (3 dB or greater)
permanent increase in ambient
noise levels
Prior to issuance of use permit PRD
► Disclose all transportation noise (i.e., roadway, railway, race track), vibration levels, and their meanings to purchasers and/or renters prior to contract or title transfer for residential property within the Plan area.
The applicant shall disclose all
transportation noise (i.e.,
roadway, railway, race track),
vibration levels, and their
meanings to purchasers and/or
renters prior to contract or title
transfer for residential property
Prior to issuance of use permit PRD
► Incorporate site specific design considerations to reduce exterior noise exposure levels. Site design shall include the following measures as applicable to the project-specific site and when feasible:
• Common outdoor activity areas, such as play structures, swimming pools, or other outdoor congregation areas included in multi-family residential and/or mixed-use developments shall be located such that the building(s) serve as a sound barrier to the nearest predominant noise source.
• Distances between noise sources and noise-sensitive uses shall be maximized through the use of noise buffers/setbacks. Setback areas can The applicant shall incorporate
site specific design
considerations to reduce exterior
noise exposure levels
Prior to issuance of use permit PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-29 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party take the form of open space, frontage roads, recreational areas, storage yards, or other City approved setback.
• Noise barriers shall be constructed to provide shielding of noisesensitive uses and outdoor activity areas. Barriers may include manmade walls, earthen berms, a combination of walls and berms, and other structures breaking line of sight from noise source to receptor.
Barriers shall be located in close proximity to either the noise source or the sensitive receptor.
• A site specific acoustical analysis shall be performed consistent with Table 4.11-5, and determine effectiveness of various site design measures based on specific construction plans.
The applicant shall conduct sitespecific acoustical analysis to determine effectiveness of
various site design measures
based on specific construction
plans
Prior to issuance of use permit PRD
4.11-5: Land Use Compatibility of On-site Sensitive Receptors with Future Railroad Noise Levels. Implement mitigation measure 4.11-4 to reduce the exposure of sensitive receptors (i.e., residential, mixed-use development) to significant noise associated with future railroad and rail yard operations.
The applicant shall conduct
actions listed above for 4.11-4:
Land Use Compatibility of Onsite Sensitive Receptors with Future Traffic Noise Levels
Prior to issuance of use permit PRD
4.11-6: Future Interior Noise Levels at On-site Sensitive Receptors. Project applicant(s) shall implement the following measures for all noise-sensitive land uses with direct exposure to roadways, parking areas, and railways and exterior noise levels greater than 70 dB Ldn:
► All residential uses shall be constructed with air conditioning and mechanical ventilation systems that allow for windows and doors to remain closed and achieve acoustical isolation from traffic and railroad noise. The systems shall allow for the introduction of fresh outside air, without the requirement of open windows. Access to outside air shall be automatically controlled to prevent unintentionally flowing seasonally hot or cold into conditioned space.
The applicant shall construct
residential uses with air
conditioning and mechanical
ventilation systems that allow for
windows and doors to remain
closed and achieve acoustical
isolation from traffic and railroad
noise
Prior to issuance of building
permit
PRD
► Attic vents direct exposure to elevated noise levels shall be acoustically baffled, containing at least one 90 degree obstruction to the flow of air. The baffle shall be fitted with an acoustically absorbent liner.
The applicant shall acoustically
baffle attic vents
Prior to issuance of building
permit
PRD
► Exterior walls shall be constructed of a three-coat stucco or wood siding with an exterior underlayment or sound board.
The applicant shall construct
exterior walls shall be
constructed of a three-coat stucco
Prior to issuance of building
permit
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-30 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party or wood siding with an exterior
underlayment or sound board
► All residential windows and doors with direct exposure to elevated noise levels shall be required to meet a minimum STC rating of 34.
The applicant shall design
residential windows and doors
with direct exposure to elevated
noise levels to meet a minimum
STC rating of 34
Prior to issuance of building
permit
PRD
► Windows and sliding glass doors shall be mounted in low infiltration rate frames (0.5 cubic feet per minute or less, per ANSI specifications).
The applicant shall mount
windows and sliding glass doors
in low infiltration rate frames
(0.5 cubic feet per minute or less,
per ANSI specifications)
Prior to issuance of building
permit
PRD
► Exterior doors shall be solid core with perimeter weather-stripping and threshold seals.
The applicant shall design
exterior doors to be solid core
with perimeter weather-stripping
and threshold seals
Prior to issuance of building
permit
PRD
► The City shall require project applicants to submit an acoustical analysis which verifies compliance with the City of Roseville interior noise level standard of 45 dB Ldn. The analysis shall be based on detailed construction plans and site configuration details, and be conducted by a qualified acoustical consultant.
The applicant shall prepare and
submit an acoustical analysis
which verifies compliance with
the City of Roseville interior
noise level standard of 45 dB Ldn.
Prior to issuance of building
permit
PRD
Ground-Borne Noise and Vibration Levels at Sensitive Receptors. Project applicant(s) shall implement the following measures to reduce the potential for human annoyance and architectural/structural damage resulting from elevated ground-borne noise and vibration levels.
The applicant shall utilize
alternative installation methods
were possible for pile driving
required within a 50-foot radius
of historic structures
During construction activities PRD
► Construction-Induced Vibration:
• Pile driving required within a 50-foot radius of historic structures should utilize alternative installation methods were possible (e.g., pile cushioning, jetting, pre-drilling, cast-in-place systems, resonance-free vibratory pile drivers). Specifically, geo pier style cast in place systems shall be used where feasible as an alternative to pile driving to reduce the number and amplitude of impacts required for seating the pile. • The pre-existing condition of all buildings within a 50-foot radius, and historical buildings within the immediate vicinity of proposed construction activities shall be recorded in the form of a preconstruction The project contractor shall
record the pre-existing condition
of all buildings within a 50-foot
radius, and historical buildings
within the immediate vicinity of
proposed construction activities
Prior to construction activities PRD
The project contractor shall
document fixtures and finishes
within a 50-foot radius of
construction activities susceptible
to damage
Prior to construction activities PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-31 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party survey. The preconstruction survey shall determine conditions that exist before construction begins for use in evaluating damage caused by construction activities. Fixtures and finishes within a 50-foot radius of construction activities susceptible to damage shall be documented (photographically and in writing) prior to construction. All damage will be repaired back to its pre-existing condition.
The project contractor shall
repair all damage back to its preexisting condition
Within 30 days after
completion of construction
activities
PRD
• Vibration monitoring shall be conducted prior to and during pile driving operations occurring within 100 feet of the historic structures. Every attempt shall be made to limit construction generated vibration levels in accordance with Caltrans recommendations during pile driving and impact activities in the vicinity of the historic structures.
The project contractor shall
conduct vibration monitoring
prior to and during pile driving
operations occurring within 100
feet of the historic structures
Prior to and during
construction activities
PRD
• Provide protective coverings or temporary shoring of on-site or adjacent historic features as necessary, in consultation with the Preservation Director.
The project contractor shall
provide protective coverings or
temporary shoring of on-site or
adjacent historic features
During construction activities PRD
► Railroad Induced Vibration:
• Vibration sensitive uses shall be located a minimum of 100 feet from the UPRR centerline. To ensure compliance with FTA and Caltrans recommended guidelines, and site specific ground-borne noise and vibration assessment should be conducted.
The applicant shall locate
vibration sensitive uses a
minimum of 100 feet from the
UPRR centerline
Prior to issuance of use permit PRD
• A ground-borne vibration assessment shall be conducted at proposed building pad locations within 200 feet of UPRR right of ways, prior to project approval. Vibration monitoring and assessment shall be conducted by a qualified noise and vibration control engineer.
The applicant shall conduct
ground-borne vibration
assessment, by a qualified noise
and vibration control engineer, at
proposed building pad locations
within 200 feet of UPRR right of
ways
Prior to issuance of use permit PRD
Hydrology and Water Quality
4.12-5: Expose People or Structures to a Significant Risk of Flooding. All habitable structures constructed in the Plan area shall be located outside the adjusted 100-year flood plain as identified in the Downtown Specific Plan Hydraulic Study (RBF 2008) prepared for the Downtown Roseville Specific Plan. Additional encroachment into areas within the adjusted 100-year flood plain shall require site specific hydraulic modeling. Specific structures identified in the Downtown Roseville Specific Plan shall be prohibited from being constructed inside the adjusted 100-year flood plain unless evaluated and The applicant shall locate all
habitable structures constructed
in the Plan area outside the
adjusted 100-year flood plain as
identified in the Downtown
Specific Plan Hydraulic Study
(RBF 2008) prepared for the
Downtown Roseville Specific
Prior to issuance of use permit PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-32 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party approved through project specific hydraulic modeling including structures associated with mixed-use development and high-density residential.
Plan
The applicant shall conduct site
specific hydraulic modeling
when additional encroachment
into areas within the adjusted
100-year flood plain is required
Prior to issuance of use permit PRD
4.12-6: Proposed Project Structures within the 100-year Flood Zone Could Impede or Redirect Flood Flows. To prevent impeding or redirecting storm water flows in Dry Creek, the following actions shall be implemented for design and construction of improvements identified in the Downtown Roseville Specific Plan adjacent to Dry Creek.
1. The Creek Walk identified in the Downtown Roseville Specific Plan shall be constructed at the existing top of bank elevation for Dry Creek and the area south of the new library bridge shall be made inaccessible during major storm events.
2. All pedestrian bridges in the Specific Plan area and the grand staircase shall be aligned to prevent increased 100-year flood water surface elevations in Dry Creek. Additional hydraulic analyses shall be conducted for the new pedestrian bridge alignments that are inconsistent with the RBF hydraulic analysis.
3. Prior to any golf course related development activities in Saugstad Park, a site-specific hydraulic analysis or other acceptable analysis shall be conducted for a more specific golf course development plan to ensure that there is no risk of impeding or redirecting flood flows. This future analysis shall be reviewed and approved by the City’s Public Works Department.
The applicant shall construct
Creek Walk at the existing top of
bank elevation for Dry Creek and
make the area south of the new
library bridge inaccessible during
major storm events
Prior to construction activities PWD
The applicant shall align all
pedestrian bridges and the grand
staircase to prevent increased
100-year flood water surface
elevations in Dry Creek
Prior to construction activities PWD
The applicant shall conduct
hydraulic analyses for new
pedestrian bridge alignments if
inconsistent with the RBF
hydraulic analysis
Prior to construction activities PWD
The applicant shall conduct
hydraulic analyses for a more
specific golf course development
plan to ensure that there is no risk
of impeding or redirecting flood
flows
Prior to construction activities PWD
The applicant shall submit the
hydraulic analyses for a more
specific golf course development
plan to PWD for review and
approval
Prior to construction activities PWD
4.12-7: Inundation by Seiche, Tsunami, or Mudflow. Implement Mitigation Measure 4.4-3.
The applicant shall hire a
qualified, licensed geotechnical
engineer to map the Dry Creek
corridor for clay-rich, weak soils,
Prior to any construction or
grading activities occurring in
Dry Creek
PWD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-33 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party and high groundwater conditions
City Council
Communication
Meeting Date: 6/17/2026
Item #: VII.20
File #: 0800-04
Item ID: 2026-409
Title: Storm Drain Repair Project - Approval of Plans and Authorization to Call for Bids Contact: Joseph Arino 916-774-5460 [email protected]
SUMMARY
Staff recommends approval of the plans and specifications for the Storm Drain Repair Project, and authorize staff to call for bids. The project scope includes the rehabilitation of existing drainage systems and construction of new drainage systems. The project is estimated to cost $1,660,000. The project will be funded by General Fund Capital Improvement Program Rehabilitation Funding and Highway User Tax Funds. If approved, construction is anticipated to begin in late summer of 2026.
RECOMMENDATION
Staff recommends City Council approve the plans and specifications for the Storm Drain Repair Project, and authorize staff to call for bids.
BACKGROUND
The Storm Drain Repair Project (SDRP) consists of a combination of rehabilitation of existing storm drain systems and construction of new storm drain systems to reduce flooding. The existing drainage systems will be cleaned and receive a cure-in-place pipe liner to seal the length of the system to increase the life span of the pipe segment. New drainage systems will consist of a combination of curb & gutter, drain inlets, manholes, and mainline storm drain pipe.
Existing storm drain segments to be rehabilitated are generally located in the following areas:
• Royer Park: From the intersection of Park Dr & Claiborne Ave to just before Dry Creek. • Crestmont Ave: In the backyards of residential homes, from Edgemont Way to Sheffield Way.
New storm drain segments to be constructed are generally located in the following areas:
• Piedmont Way: Connecting to the existing sytem at Piedmont Way & Sheridan Ave to an existing outfall at South Cirby Way.
• East St: Extending into the alley within an easement between 404 and 406 East St and connecting into an existing system in East St.
• PFE Rd: From 1961 PFE Rd and extending to the intersection of PFE Rd and Hilltop Circle.
Construction is anticipated to begin in late summer of 2026.
Public Works staff will work closely with our Public Affairs and Communications team to keep the community and stakeholders informed of the project and its impacts.
For more project information, visit roseville.ca.gov/drainage.
FISCAL IMPACT
The engineer's estimate for this project is $1,660,000. Once bids have been received, staff may submit a budget adjustment when the project is brought to City Council for award. Funding for the project is from the General Fund Capital Improvement Program Rehabilitation Funding and the Highway User Tax Fund.
ENVIRONMENTAL REVIEW
The project qualifies for Class 1, Class 3, and Class 4 Categorical Exemptions as described in Sections 15301, 15303, and 15304 of the California Environmental Quality Act (CEQA) guidelines which states:
The proposed project involves the repair, maintenance, or minor alteration of an existing facility (Class 1 Exemption State CEQA Guidelines Section 15301), construction of a limited number of small facilities (Class 3 Exemption State CEQA Guidelines Section 15303), and minor alteration in the condition of the land, water, and or vegetation which will not remove healthy, mature scenic trees (Class 4 Exemption State CEQA Guidelines Section 15304). The Exemption has been prepared and no further CEQA action is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
1. Ensure a safe and healthy community
4. Invest in well-planned infrastructure and growth
Respectfully Submitted,
Joseph Arino, Assistant Engineer
Jason Shykowski, Public Works Director
ATTACHMENTS:
1. Area Map
2. Plan Set
3. Project Manual
REVIEWERS:
Joseph Arino, Public Works Department - Engineering - City Projects Created/Initiated - 5/27/2026 Jesse Khatkar, Public Works Department - Engineering - City Projects Approved - 5/27/2026 Noah Siviglia, Public Works Department - Engineering - City Projects Approved - 5/28/2026 Stefanie Kemen, Public Works Department - Administration Division Approved - 5/29/2026 Kelly Aye, City Attorney Department Approved - 6/3/2026 Katrina Six, City Clerk Department Approved - 6/3/2026
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 6/4/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 6/4/2026 Michelle Sheidenberger, City Attorney Department Approved - 6/5/2026 Dominick Casey, City Manager Department - City Manager Approved - 6/5/2026 Katrina Six, City Clerk Department Final Approval - 6/5/2026
WOODCREEK OAKS BL
1 2
3 4
5 [
0 1 2
Miles
Project #500259
2026 Storm Drain Repair Project - Area Map
Number Location
1 Royer Park: From Park Dr to Dry Creek
2 Edgemont Way: From Edgemont Way to Sheffield Way
3 PFE Rd: From 1961 PFE Rd to Hilltop Circle
4 Piedmont Way: From South Cirby Way to Sheridan Ave
5 East St: From the alley to East St
SHEET INDEX
SHEET NO. SHEET NAME LOCATION STREET TITLE
1-2 TS-1 - TS-2 TITLE SHEET / NOTES
4 RP-1 ROYER PARK -FROM PARK DR TO DRY CREEK
5 EM-1 EDGEMONT WAY
6 PFE-1 PFE ROAD
7-9 PM-1 - PM-3 PIEDMONT WAY
10 ES-1 EAST STREET ALLEY
2026 STORM DRAIN REPAIR PROJECT
City of Roseville, California
Project #500259
HWY 80
DOUGLAS BLVD.
HWY 65
UTILITY REPRESENTATIVES
UTILITY REPRESENTATIVES PHONE
U.S.A U.S.A 800-642-2444
DRAINAGE CITY OF ROSEVILLE CHRISTOPHER TAMEZ 916-774-5791 PARKS CITY OF ROSEVILLE JOEL DE JONG 916-223-7757
SIGNALS CITY OF ROSEVILLE ZACHARY HOPKINS 916-474-9100
SEWER CITY OF ROSEVILLE TRACIE MUELLER 916-774-5688
WATER CITY OF ROSEVILLE JANICE GAINEY 916-774-5535
ELECTRIC ROSEVILLE ELECTRIC JOEY MCKINNEY 916-774-5618
FIRE ROSEVILLE FIRE DEPT. MATTHEW LAUCHNER 916-774-5807 GAS PACIFIC GAS & ELECTRIC DAVE BOND 530-889-3261
TELECOM AT&T LEE NIETO 916-505-7308TELECOM CENTURY LINK CALEB KING 918-547-0007TELECOM CONSOLIDATED COMMUMICANTIONS HANK BRAZ 916-786-1783 TELECOM XFINITY STEVE ABELIA 916-830-6757TELECOM XO COMMUNICATIONS STEVE LOEHNER 408-817-2800TELECOM VERIZON MIC WOODMAN 801-618-4664 ELECTRIC SMUD JERRY CLARK 916732-5246
BLUE OAKS BLVD.
FOOTHILLS BLVD.
PLEASANT GROVE BLVD.
ROSEVILLE PKWY.
CIRBY WY.
FOOTHILLS BLVD.
EUREKA BLVD.
SUNRISE AVE.
VERNON ST.
SIERRA COLLEGE BLVD.
WASHINGTON BLVD.
EN25-0549 CWJ#500259
SEE INDIVIDUAL SHEETS FOR BENCHMARKS
67$1'$5'*(1(5$/127(6
7+( &2175$&725 $*5((6 7+$7 ,1 $&&25'$1&( :,7+ *(1(5$//< $&&(37(' &216758&7,21 35$&7,&(6 7+( &2175$&725 :,// %( 5(48,5(' 72 $6680( 62/( $1' &203/(7( 5(63216,%,/,7< )25 -2% 6,7( &21',7,216 '85,1* 7+( &2856( 2) &216758&7,21 2) 7+( 352-(&7 ,1&/8',1* 6$)(7< 2) $// 3(56216 $1' 3523(57< 7+,6 5(48,5(0(17 6+$// %( 0$'( 72 $33/< &217,18286/< $1' 127 %( /,0,7(' 72 1250$/ :25.,1* +2856 7+( &2175$&725 )857+(5 $*5((6 72 '()(1' ,1'(01,)< $1' +2/' 2:1(5 $1' (1*,1((5 +$50/(66 )520 $1< $1' $// /,$%,/,7< 5($/ 25 $//(*(' ,1 &211(&7,21 :,7+ 7+( 3(5)250$1&( 2) :25. 21 7+,6 352-(&7 (;(037,1*/,$%,/,7<$5,6,1*)2507+(62/(1(*/,*(1&(2)(1*,1((5(;&$9$7,2166+$//%($'(48$7(/<6+25('%5$&('$1'6+((7('62 7+$77+(($57+:,// 1276/,'(256(77/($1'627+$7$//(;,67,1 *
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
7+( &2175$&725 6+$// 3529,'( $// /,*+76 6,*16 %$55,&$'(6 )/$**(562527+(5'(9,&(61(&(66$5<723529,'()256$)(7< 7+( &2175$&725 6+$// 3267 (0(5*(1&< 7(/(3+21( 180%(56 )25 32/,&( ),5( $0%8/$1&( $1' 7+26( $*(1&,(6 5(63216,%/( )25 0$,17(1$1&(2)87,/,7,(6,17+(9,&,1,7<2)7+(-2%6,7( 67$7,21,1* +(5(21,6$/21*675((7 &(17(5/,1( 81/(66 27+(5:,6(6+2:125,1',&$7('$//67$7,21,1*,6$3352;,0$7( $// (;,67,1* 87,/,7,(6 $1' ,03529(0(176 7+$7 %(&20( '$0$*(' '85,1* &216758&7,21 6+$// %( &203/(7(/< 5(6725(' 72 7+( &,7< 2) 526(9,//( &855(17 67$1'$5'6 $1' 72 7+( 6$7,6)$&7,21 2) 7+( (1*,1((5$77+(&2175$&725
662/((;3(16(
,) $5&+(2/2*,&$/ 0$7(5,$/6 $5( 81&29(5(' '85,1* *5$',1* 75(1&+,1* 25 27+(5 (;&$9$7,21 ($57+:25. :,7+,1 )((7 2)7+(6( 0$7(5,$/6 6+$// %( 67233(' 817,/ $ 352)(66,21$/ $5&+(2/2*,67 :+2 ,6 &(57,),(' %< 7+( 62&,(7< 2) &$/,)251,$$5&+(2/2*< 6&$
$1'25 7+( 62&,(7< 2) 352)(66,21$/$5&+(2/2*<
623$
+$6 +$' $1 23325781,7< 72 (9$/8$7( 7+(
6,*1,),&$1&( 2) 7+( ),1' $1' 68**(67 $335235,$7( 0,7,*$7,21 0($685(6 ,) 7+(< $5( '((0(' 1(&(66$5< ,1 $&&25'$1&( :,7+ 6(&7,21 ( 2) 7+( &,7< 2) 526(9,//( &216758&7,21 67$1'$5'6 7+( 526(9,//( &20081,7< '(9(/230(17
'(3$570(176+$//%(&217$&7(',00(',$7(/<
7+( &2175$&725 6+$// 0((7 $1' )2//2: 7+( (19,5210(17$/ 3527(&7,21 $*(1&<
6
(3$
1$7,21$/ 32//87$17 ',6&+$5*(
(/,0,1$7,21 6<67(0
13'(6
5(48,5(0(176 ,1 ())(&7 $7 7+(
7,0(2)&216758&7,21
6+28/' ,7 $33($5 7+$7 7+( :25. 72 %( '21( 25 $1< 0$77(5 5(/$7,9( 7+(5(72 ,6 127 68)),&,(17/< '(7$,/(' 25 (;3/$,1(' 21 7+(6( 3/$16 7+( &2175$&725 6+$// 5(48(67 ,1 :5,7,1* )520 7+( (1*,1((5 68&+ )857+(5 (;3/$1$7,216 $6 0$< %( 1(&(66$5<
&,7<2)526(9,//(
38%/,&,03529(0(1765(48,5(0(176
*(1(5$/127(6
$// &216758&7,21 6+$// &21)250 72 7+(6( 3/$16 7+( 0267 &855(17 (',7,21 2) 7+( &,7< 2) 526(9,//( 67$1'$5'&216758&7,2163(&,),&$7,2160267&855(17(',7,212)7+(&,7< 2)526(9,//('(6,*1$1'&216758&7,2167$1'$5'6$1'7+( 67$7(2)&$/,)251,$67$1'$5'3/$1663(&,),&$7,216$1'63(&,$/ 3529,6,216 $1' $0(1'0(176 72 7+( 67$7( 2) &$/,)251,$ 67$1'$5' 3/$16 63(&,),&$7,216 $1' 63(&,$/ 3529,6,216 7+( &2175$&725 6+$// +$9( 6,*1(' 3/$16 ,1 3266(66,21 35,25 72 %(*,11,1*:25.
7+(&,7<2)526(9,//(,6$0(0%(52)7+(81'(5*5281'6(59,&( $/(57
86$
21(&$// 352*5$0 7+( &2175$&725 25 $1<
68%&2175$&725 )25 7+,6 &2175$&7 6+$// 127,)< 0(0%(56 2) 86$ +2856 ,1 $'9$1&( 2) 3(5)250,1* (;&$9$7,21 :25. %< &$//,1*72//)5((180%(5
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
7+( &2175$&725 6+$// (;326( $1' 9(5,)< /2&$7,216 $1' (/(9$7,216 2) (;,67,1* 81'(5*5281' 87,/,7,(6 35,25 72 &216758&7,21 2) 7+( 1(: ,03529(0(176 &211(&7,1* 72 (;,67,1*,03529(0(176$1'87,/,7,(6
7+( &2175$&725 6+$// %( 5(63216,%/( )25 7+( 3527(&7,21 2) $// (;,67,1* 02180(176 27+(5 6859(< 0$5.(56 675((7 6,*16$1'27+(5,03257$172%-(&76217+(-2%6,7($&685)$&(6+$//%(&8772$1($7675$,*+7/,1(3$5$//(/:,7 +
25 3(53(1',&8/$5 72 7+( 675((7 &(17(5/,1( $1' 7+( (;326(' ('*( 6+$// %( 7$&.(' :,7+ (08/6,21 35,25 72 3$9,1* 7+((;326(' %$6( 0$7(5,$/ 6+$// %( *5$'(' 5(&203$&7(' $1'5(6($/('35,25723$9,1* 7+(&2175$&7256+$//68%0,7$75$)),&0$1$*(0(173/$1:+,&+ 6+$// %( $&&(37(' %< 7+( &,7< 2) 526(9,//( 38%/,& :25.6 (1*,1((5,1*',9,6,21%()25(67$572):25.,17+(5,*+72):$< $1' 6+$// %( ,1 $&&25'$1&( :,7+ 7+( /$7(67 (',7,21 :,7+ 5(9,6,2162)7+(&$/,)251,$0$18$/2181,)25075$)),&&21752/'(9,&(6 ,) $6 3$57 2) 75$)),& &21752/ 0($685(6 $ 52$':$< &/2685( +$6 %((1 $33529(' 7+( &2175$&725 6+$// 127,)< 7+( (1*,1((5,1* ',9,6,21 ,163(&725 +2856 ,1 $'9$1&( 2) 6(77,1*837+(&/2685( $//(;,67,1*&21&5(7(685)$&(72%(5(029('6+$//%(6$:&87 72$1($7675$,*+7/,1($1'6+$//%(5(029('727+($'-$&(17 -2,176
7+( &2175$&725 6+$// %( 5(63216,%/( )25 7+( 3527(&7,21 2) $// 3('(675,$16 9(+,&8/$5 75$)),& (;,67,1* /$1'6&$3( $1' 6859(<0$5.(56:,7+,17+(&216758&7,21/,0,76
87,/,7,(6 /2&$7,216 $5( 7$.(1 )520 &,7< $6%8,/7 '5$:,1*6 $1'),(/' 5(9,(:6 /2&$7,216 2) 7+( *5281' )($785(6 0+ 9$/9(6(7&
$5( $3352;,0$7( $1' 6+28/' %( ),(/' 9(5,),(' %< 7+( &2175$&725&2175$&725 6+$// /2&$7( $1' 3527(&7 ,1 3/$&( $// '(7(&725 +$1'+2/(6 :,7+,1 7+( 352-(&7 /,0,76 '(7(&725 +$1'+2/(6'$0$*(' %< 7+( &2175$&725 6+$// %( 5(3/$&(' $7 7+( &2175$&7256(;3(16(
/(*(1'
675,3,1*/(*(1'
##
T
LL
XW
675,3,1*127(6
81/(6627+(5:,6(127('217+(3/$167+(&2175$&7256+$//5(3/$&( $//3$9(0(17'(/,1($7,21217+(6$0($/,*10(17%()25(2%/,7(5$7,1*$1<3$9(0(17'(/,1($7,217+(/2&$7,212)7+(3$9(0(17'(/,1($7,21 6+$//%(5()(5(1&('%<7+(&2175$&725:,7+$68)),&,(17180%(52) &21752/32,176725((67$%/,6+7+($/,*10(177+(5()(5(1&(66+$// $/62,1&/8'(7+(/,0,7625&+$1*(6,1675,3,1*3$77(51,1&/8',1*21($1'7:2:$<%$55,(5/,1(6/,0,7/,1(6&5266:$/.6$1'27+(53$9(0(17 0$5.,1*6
&2175$&7256+$//5(029($//(;,67,1*121&21)250,1*675,3,1* %
<
*5,1',1*
$1'3$9(0(170$5.(56$1'$//(;,67,1*675,3,1*7+$7&21)/,&76:,7+7+(352326('675,3,1* $//5$,6('3$9(0(170$5.(566+$//%()851,6+('$1',167$//('$77+( &2175$&725
6(;3(16($1'6+$//%($663(&,),('%<7+(&,7<2)526(9,//(&216758&7,2167$1'$5'6$1'7+(75$)),&0$18$/2)7+('(3$570(172) 75$163257$7,212)7+(67$7(2)&$/,)251,$
$//75$)),&675,3(6$552:6$1'3$9(0(170$5.,1*66+$//%( &216758&7(':,7+7+(5023/$67,&0$7(5,$/727+(63(&,),&$7,2166(7 )257+,16(&7,212)7+(67$7(2)&$/,)251,$'(3$570(172) 75$163257$7,21
&$/75$16
67$1'$5'63(&,),&$7,2167+(5023/$67,&
0$7(5,$/6+$//%($33/,('21/<:+(17+(3$9(0(17685)$&(,6$%29( '(*5((6)$+5(1+(,7
7+(&2175$&7256+$//%(5(63216,%/()253529,',1*$1'0$,17$,1,1*$// &216758&7,216,*1,1*$65(48,5('%<7+(&$/75$1675$)),&0$18$/72 '(/,1($7(&216758&7,21+$=$5'6$7+,6(;3(16(
$'',7,21$/127(6
35,2572&200(1&(0(172)*5$',1*$&7,9,7,(67+(&2175$&7256+$// +$9(7+((;,67,1*'5<87,/,7,(6327+2/(')259(5,),&$7,212)/2&$7,21 $1''(37+$768&+7,0(327+2/('$7$6+$//%(3529,'('727+ (
(1*,1((5)25'(7(50,1$7,212)$'(48$7(&/($5$1&($1'6(3$5$7,21
SHEET INTENTIONALLY BLANK
CONSTRUCTION NOTES:
INSTALL 792 LF OF DYNALINER OR APPROVED
EQUAL INSIDE EXISTING 18" DRAIN PIPE PER
MANUFACTURER'S SPECIFICATIONS.
INSTALL 54 LF OF DYNALINER OR APPROVED
EQUAL INSIDE EXISTING 12" DRAIN PIPE PER
MANUFACTURER'S SPECIFICATIONS.
INSTALL 93 LF OF DYNALINER OR APPROVED
EQUAL INSIDE EXISTING 12" DRAIN PIPE PER
MANUFACTURER'S SPECIFICATIONS.
NOTES:
x CONTRACTOR TO TV AND VERIFY DRAIN
PIPE SIZES, AND NOTIFY ENGINEER OF
ANY DISCREPANCIES OR DAMAGE, PRIOR
TO INSTALLING LININGS.
x ALL ROCKS, ROOTS, OR OTHER DEBRIS
SHALL BE REMOVED BY CONTRACTOR
PRIOR TO LINING DRAIN PIPES.
x NO CHEMICALS, CONSTRUCTION
MATERIALS, OR OTHER POLLUTANTS ARE
PERMITTED TO DISCHARGE INTO DRY
CREEK.
x NO WORK ON ROYER PARK WILL BE
PERMITTED DURING THE WET SEASON
BETWEEN OCTOBER 15TH AND APRIL
15TH.
DOUGLAS BLVD.
PARK DR.
CLAIBORNE ST.
DRY CREEK
N
BIKE TRAIL
SD
SD
SD SD SD
SD
SD
SD
SD
CONSTRUCTION NOTES:
INSTALL 345 LF OF DYNALINER OR APPROVED
EQUAL INSIDE 15" DRAIN PIPE PER
MANUFACTURER'S SPECIFICATIONS.
INSTALL 336 LF OF DYNALINER OR APPROVED
EQUAL INSIDE 15" DRAIN PIPE PER
MANUFACTURER'S SPECIFICATIONS.
INSTALL 106 LF OF DYNALINER OR APPROVED
EQUAL INSIDE EXISTING 18" DRAIN PIPE PER
MANUFACTURER'S SPECIFICATIONS.
NOTES:
x CONTRACTOR TO TV AND VERIFY DRAIN
PIPE SIZES, AND NOTIFY ENGINEER OF ANYDISCREPANCIES, PRIOR TO INSTALLING LININGS.
x ALL ROCKS, ROOTS, OR OTHER DEBRIS
SHALL BE REMOVED BY CONTRACTOR
PRIOR TO LINING DRAIN PIPES.
x EXTENSIVE ROOT REMOVAL EXPECTED IN
15" PIPE FROM EDGEMONT DI TO (E)SDMH
A06-115.
x CONTRACTOR TO PROVIDE
DOOR-HANGERS TO RESIDENTS A MINIMUM
OF 72 HRS PRIOR TO CONSTRUCTION FOR
ACCESS TO PRIVATE YARDS.
EDGEMONT WAY
CRESTMONT AVE.
SHEFFIELD WAY
SHERIDAN AVE.
N
SD
SD
SD
SD
SD
SD SD
SD
SD
18' PUE
13' PUE
129.0
129.5
130.0
130.5
130.5
131.0
131.5
132.0
131.5
132.0
132.5
133.0
133.0
133.5
134.0
134.0
129.0
129.5
0 0 13. 0 0 13. 0
130.5
130.5
131 0.
131.5
132.0
31 5 1. 31 5 1
132.0
132.5
133.0
33 0
313.0
33 5 1.
0 34. 1 0 34. 1 0 34
134 0.
CITY LIMITS
COUNTY LIMITS
COUNTY LIMITS
CITY LIMITS
PFE RD.
DEL RD.
36" V-GUTTER
N.T.S.
N PL LIP
129.20 NAVD 88
3 1/4" BRASS DISK STAMPED 2018 P.L.S. 8278,
DRY CREEK AT ATKINSON STREET, NORTHWEST
CORNER OF BRIDGE ON SIDEWALK.
7 10
S:\BWEG Jobs\2007 Jobs\07-03-029 Piedmont Diversion Drain\Improvement Plans\0703029-PP-PIED.dwg, Layout1, 4/28/2026 10:23:11 AM, EraR
S:\BWEG Jobs\2007 Jobs\07-03-029 Piedmont Diversion Drain\Improvement Plans\0703029-SHERIDAN.dwg, Layout1, 4/27/2026 4:41:48 PM, EraR
N
CONSTRUCTION NOTES:
CONSTRUCT TYPE-C DI PER CITY S.D. DR-1. HOOD
NEAREST EXISTING FENCE.
CONSTRUCT MODIFIED TYPE-C DI PER CITY S.D.
DR-1A WITHOUT HOOD, SEE DETAIL THIS SHEET.
REMOVE 33 LF OF EXISTING AC DIKE.
PLACE 47 LF OF 12" DUCTILE IRON PIPE, S = 0.01.
TRENCH PER TB-1, NATIVE FILL IN DIRT LOCATIONS.
PLACE 88 LF OF 12" DUCTILE IRON PIPE, S = 0.01.
TRENCH PER TB-1, NATIVE FILL IN DIRT LOCATIONS.
PLACE 178 LF OF 12" DUCTILE IRON PIPE,
0.01 < S <0.05. TRENCH PER TB-3.
CONSTRUCT 48" MH PER CITY S.D. DR-3.
PLACE 535 SF OF 2" AC OVER 6" AB PER CITY S.D.
ST-1a.
REMOVE EXISTING GRAVEL DRIVEWAY TO LIMITS
SHOWN ON PLAN AND PLACE 485 SF OF 2" AC OVER
6" AB DRIVEWAY, MATCH EXISTING GRAVEL.
CONFORM TO EXISTING HOUSE/STAIR ELEVATION
AND EXISTING BACK OF WALK.
REMOVE AND REPLACE 50 LF OF GOOD NEIGHBOR
WOOD FENCE, IN KIND.
CURB AND GUTTER REMOVAL/REPLACEMENT
INCIDENTAL TO PIPE INSTALLATION.
REMOVE AND REPLACE 37 LF OF EXISTING FRENCH
DRAIN
($67675((7
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Streets & Bridges
Project Manual
Name of project:
STORM DRAIN REPAIR PROJECT
Department:
Public Works - Engineering
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]
TABLE OF CONTENTS
Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
Standard Construction Specifications SCS
Assembly Bill No. 626 AB 626
Special Provisions (if applicable) SP
Construction Details CD
NTC - 1
[B:\Public Works\CIP\1_Current Projects\Storm Drain Repair Project\03 Bid Documents\Project_ Manual\Storm_Drain_Repair_Project2.docx; 3/18/2026]
CITY OF ROSEVILLE
DEPARTMENT OF PUBLIC WORKS
Name of Project: STORM DRAIN REPAIR PROJECT
NOTICE TO CONTRACTORS
NOTICE IS HEREBY GIVEN THAT sealed Proposal will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until ___________________________ at 3:00 p.m. Late proposals will be rejected. No exceptions.
The Proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville at 3:05 p.m. on _____________________, 20__ at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project: STORM DRAIN REPAIR PROJECT.
A pre-bid meeting will be held at N/A.
A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained on-line from the City of Roseville’s website at https://www.roseville.ca.us/business/procurement_services/bids_rfps. All communications relative to this project shall be conducted through Public Purchase.
Bids shall be submitted on the City’s Proposal Forms included in the Project Manual, plainly endorsed with the Bidder’s name together with signed acknowledgement of any and all addenda. Proposal Forms shall be securely sealed in a suitable envelope marked with the name and address of the Bidder, and marked in capital letters on the front and back of the envelope as follows:
NTC - 2
[B:\Public Works\CIP\1_Current Projects\Storm Drain Repair Project\03 Bid Documents\Project_ Manual\Storm_Drain_Repair_Project2.docx; 3/18/2026]
STORM DRAIN REPAIR PROJECT
(Name of Bidder)
(Address of Bidder)
Whether mailed or personally delivered, all bids shall be addressed to the City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.
Each bid must be accompanied by a Bid Guaranty in the form of a Certificate of Deposit, Certified or Cashier’s Check, Bidder’s Bond or Irrevocable Standby Letter of Credit in an amount equal to at least ten percent (10%) of the Bidder’s Grand Total Price. The Bid Guaranty will be retained by the City and applied to any and all damages sustained by the City in the event that the successful Bidder fails or refuses to enter into the Contract awarded to it and to furnish all required bonds and Certificates of Insurance. The City intends to award the Contract to the lowest responsible Bidder based on the Grand Total Bid Price for all components of the Project.
To the extent allowed by law, the City reserves the right to reject any and all bids and/or to waive any irregularities or informalities in any bid or in the bidding procedure. The City specifically reserves the right to not award the Contract after the opening of bids.
Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline submission of bids nor may any bid be withdrawn after the time fixed in the public notice for deadline for
NTC - 3
[B:\Public Works\CIP\1_Current Projects\Storm Drain Repair Project\03 Bid Documents\Project_ Manual\Storm_Drain_Repair_Project2.docx; 3/18/2026]
submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and the City is under no obligation to return bids.
Bids will be examined and reported to the City Council within sixty (60) business days after the bid opening. Except as permitted by applicable law, no Bidder may withdraw its bid for a period of sixty (60) business days after the date of bid opening. Each Bidder will be notified of any award of the Contract by the City.
The City will affirmatively ensure non-discrimination on the basis of one or more of the following: race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, age, sexual orientation, or military and veteran status in the award and administration of contracts that it awards.
Pursuant to Public Contract Code Section 22300, the successful Bidder may submit certain securities in lieu of the City withholding retention of payments during the Project.
The City has determined that the Contractor shall possess a valid Class A GENERAL ENGINEERING Contractor's license at the time that the bid is submitted, as well as any other license classification as may be required by the laws of the California for the performance of the work specified in the Contract Documents. Said license shall be maintained during the Contract period. Failure to possess the specified license shall render the bid nonresponsive and will act as a bar to the award of the Contract to any Bidder not possessing such a license at the time of bid submittal. The Contractor shall provide certification of the license, its number and the expiration date on the proposal form.
The work is to be done in Placer County. Pursuant to California Labor Code Section 1773, the City has ascertained the General Prevailing Rate of Wages in the County in which the work is to be done to be as determined by the Director of Industrial Relations of the State of
NTC - 4
[B:\Public Works\CIP\1_Current Projects\Storm Drain Repair Project\03 Bid Documents\Project_ Manual\Storm_Drain_Repair_Project2.docx; 3/18/2026]
California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 7 “Legal Relations and Responsibility” of the Standard Construction Specifications.
Pursuant to Labor Code Section 1771.1(b), notice is hereby given that a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in Labor Code Sections 1720, et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5 or exempt from registration requirements pursuant to Labor Code Section 1725.5(f). It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform work pursuant to Labor Code Section 1725.5 at the time the contract is awarded or is exempt from registration requirements pursuant to Labor Code Section 1725.5(f). The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
All questions prior to the deadline for bid submissions shall be directed to the attention of Joe Arino via Public Purchase. The deadline for submissions of questions and clarifications regarding the Contract Documents is _______. Only Addenda issued by the City are binding.
NTC - 5
[B:\Public Works\CIP\1_Current Projects\Storm Drain Repair Project\03 Bid Documents\Project_ Manual\Storm_Drain_Repair_Project2.docx; 3/18/2026]
___________________________________
City Clerk, City of Roseville
Dated: _____________________________
Published: ________________________
INT - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]
INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in Standard Construction Specifications Section 1. 1-1.02 EXAMINATION OF PLANS, CONTRACT DOCUMENTS AND
SITE OF THE WORK. The Bidder shall examine carefully the site of the Work and all the Contract Documents, including these Instructions to Bidders, and shall inform itself of the conditions relating to the execution of the Work. Failure to do so will not relieve the successful Bidder of its obligation to enter into an Agreement and complete the Work in strict accordance with the Contract Documents. Conditions relating to the execution of the Work include the requirements of federal, state, and local laws, statutes and ordinances relative to the execution of Work, including, but not limited to, applicable regulations concerning prevailing wage rates, non-discrimination in the employment of labor, protection of the public, employee health and safety, and environmental protection.
The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of Work to be performed, the quantities of materials to be furnished, and as to the requirements of all the Contract Documents.
1-1.03 EXISTING INFORMATION. Where the Department has made investigations of site conditions, including subsurface conditions in areas where Work is to be performed under the Contract, such investigations are made only for the purpose of study and design. City does not represent that such conditions as found in these investigations or inferences or conclusions drawn as a result of these investigations will represent actual site
INT - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.
No information derived from such inspection of records of investigations or compilation thereof made by the City, the Department or from the Engineer, or his or her assistants, will in any way relieve the Bidder or Contractor from properly examining the site and making such additional investigations as it may elect, or from properly fulfilling the terms of the Contract.
INT - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.
Proposals shall include all pages in the Project Manual with page numbers marked “PROP” plus the Addendum acknowledgment form (front sheet) from all Addenda received by the Bidder.
Proposals shall be removed from the Project Manual. The full Project Manual shall not be submitted with the proposal. Bids not presented on forms so furnished will be disregarded.
The Proposal and one (1) copy thereof shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a Proposal, and identifying the project to which the Proposal relates and the date of the bid opening therefor. Proposals which are not properly marked may be disregarded.
All blank spaces in the Proposal must be completed, as required, in ink. All price information shall be shown, clearly legible, in figures where required.
The Bidder shall sign the Proposal in the blank space provided therefor. If the Bidder is the sole owner, the Proposal shall be signed by the owner. If the Bidder is a corporation, the legal name of the corporation and its State of incorporation shall be set forth and the Proposal shall be signed by at least two officers authorized to sign contracts on behalf of the corporation.
If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of
INT - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.
Any unauthorized conditions or qualifications entered on, or changes made to, the Proposal may render it invalid and may cause its rejection.
No telegraphic, telephonic, or facsimile or other electronically transmitted bids will be considered.
2-1.03 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each Proposal shall list the name, address and Contractor license number of each Subcontractor to whom the Bidder proposes to subcontract portions of the Work in an amount in excess of onehalf of one percent (0.5%) of its total bid, in accordance with Section 4100 to 4114, inclusive, of the Public Contract Code for the State of California. The Bidder shall list the Subcontractor’s license number and the portion of the Work that will be done by each Subcontractor. If the Bidder fails to specify a Subcontractor for any portion of the Work, the Bidder agrees to perform that portion of the Work itself, and represents that it is qualified to perform that portion of the Work itself. The Bidder's attention is invited to other provisions of the Public Contract Code related to the imposition of penalties for a failure to observe its provisions by using unauthorized Subcontractors or by making unauthorized substitutions.
INT - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] 2-1.04 CONTRACTOR’S LICENSING LAWS. Attention is directed to the provisions of Business and Professions Code Chapter 9 of Division 3 concerning the licensing of Contractors.
All Bidders at the time of bid submittal shall be licensed as Contractors in accordance with the laws of this State. Any Bidder or Contractor not so licensed is subject to the penalties imposed by such laws. The form of Contractor's license required is stated in the Notice to Contractors, provided that the City makes no representation as to whether the State may require other or additional licenses. It is the Bidder's and Contractor's responsibility to obtain the correct Contractor's licenses. Bidders shall be skilled and regularly engaged in the general class or type of Work called for under this Contract.
All Bidders and Contractors, including Subcontractors, shall have a current City business license before undertaking any Work.
2-1.05 NONCOLLUSION DECLARATION. By submitting a bid, the Bidder represents and warrants that such bid is genuine and not a sham or collusive or made in the interest or on the behalf of any person therein named, and that the Bidder has not, directly or indirectly, included or solicited any other Bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the Bidder has not in any manner sought collusion to secure the Bidder an advantage over any other Bidder.
Bidders shall submit a properly completed and executed “Noncollusion Declaration” in the form required by Public Contract Code Section 7106 and provided with the Proposal (PROP11). 2-1.06 DISQUALIFICATION, REMOVAL OR OTHER PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any
INT - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of law or a safety regulation.
2-1.07 PROPOSAL GUARANTY. All bids shall be accompanied by one of the following forms of Bidder's security: Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City of Roseville, or any other form of security deemed acceptable by the City Attorney. The security shall be in an amount equal to at least ten percent (10%) of the amount bid. A bid will not be considered unless one of the form of Bidder's security is enclosed with it.
A Bidder's bond shall conform to the City's bond form in the Proposal and shall be properly filled out and executed.
2-1.08 SCHEDULE OF BID PRICES. Bidders are directed to submit firm unit and lump sum prices for all Work set forth in the Contract Documents on the Proposal Form entitled “Schedule of Bid Prices.”
Unit prices and lump sum prices, as indicated, must be entered in the appropriate spaces provided in the Schedule of Bid Prices. If applicable, unit prices shall be multiplied by the quantities shown, and the total shall be inserted in the Amount column. In the event of any error or discrepancy between the unit price and the calculated amount, the unit prices shall govern.
The City may correct any mathematical errors apparent on the face of the bid.
The amounts shown in the Amount column must be added together in arriving at the Grand Total Bid Price.
Amounts for Allowance bid items must be entered in the exact amount in the Amount column.
INT - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] The prices included within the Schedule of Bid Prices shall include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and all other costs necessary to perform the Work in accordance with the Contract Documents.
The Grand Total Bid Price shall be indicated in the Summary table form included with the Schedule of Bid Prices. The Grand Total Bid Price shall be the sum of the amounts bid for each of the designated portions of the Work, as more specifically described on the Schedule of Bid Prices form itself.
Full compensation for complying with the Contract Documents, including requirements of the Standard Specifications, the Standard Construction Specifications, Supplemental Conditions, and all warranties, shall be considered included in the bid items and no additional compensation shall be allowed therefor.
Full compensation for completion of all work as shown on the plans, as specified in the Specifications, and as directed by the City, shall be considered included in the bid items and no additional compensation shall be allowed.
Bidders are strongly discouraged from submitting unbalanced bids. As used herein, the term “unbalanced bid” is defined as any bid that does not include a reasonable proportionate allocation of indirect costs and profit of each bid item indicated in the Schedule of Bid Prices.
The City reserves the right to reject any unbalanced bid if the City determines that there is a reasonable doubt that an acceptance of the bid will not result in the lowest ultimate cost to the City with regard to the work or a disproportionate distribution of contract funds.
The City reserves the right to delete any bid item in its entirety and/or significantly reduce the quantity of Work under a bid item. The City makes no representation that any Work
INT - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] under a bid item will be performed during the course of the Project or that the Work will be performed at the quantities included in the Schedule of Bid Prices. As provided in the Standard Construction Specifications, for any deleted Work, Contractor shall not be entitled to payment of the indirect costs and profit included for said bid item. All bid items shall be considered distinct and severable from the remaining bid items, and each Bidder acts at its peril if its bid is unbalanced.
The City shall compare bids on the basis of the Grand Total Bid Price, which includes the base bid and any alternates designated on the Schedule of Bid Prices. Alternates may or may not be awarded, or may be awarded in any combination, at the City’s discretion. 2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the Notice to Contractors for the opening of bids, provided that a request in writing, executed by the Bidder or its duly authorized representative, for the withdrawal of such bid is filed with the City Clerk. Facsimile and electronic mail requests are not acceptable. The withdrawal of a bid shall not prejudice the right of a Bidder to file a new bid. The withdrawal of any bid after the time fixed in the Notice to Contractors for the opening of bids will not be permitted.
2-1.10 ADDENDUM. Proposals shall include all costs and account for all Addenda issued prior to opening of bids. The Bidder is responsible for verifying that all issued Addenda have been received. An Addendum acknowledgment form for each Addendum shall be included as part of the Proposal submittal.
2-1.11 PUBLIC OPENING OF PROPOSALS. Proposals will be publicly opened and read at the time and place indicated in the Notice to Contractors. Bidders or their authorized agents are invited to be present.
INT - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] 2-1.12 TRENCHING AND EXCAVATION WORK. In accordance with the provisions of California Labor Code Section 6707, if the Work involves construction of a pipeline, sewer, sewage disposal system, boring or jacking pits, or similar trenches or open excavations, which are five feet (5') or deeper, each bid submitted shall contain, as a bid item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to all applicable safety orders.
INT - 10
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.
In case of discrepancy between the total of the base contract items and any specified alternates and the stated Grand Total Bid Price, the total of the base contract items plus specified alternates shall prevail. Any mathematical errors that appear on the face of the bid will be corrected by the City and the City will use the mathematically corrected addition. For example, if the mathematical total of Bidder’s base contract items plus specified alternates equals $1,000,000, but the Bidder has written $1,250,000 as the Grand Total Bid Price, the City will consider $1,000,000 to be the Bidder’s Grand Total Bid Price for purposes of comparison to other Bidders and actual bid award. The City reserves its rights to reject or accept bids based on discrepancies between the stated Grand Total Bid Price and the actual mathematical total of the base contract bid items, plus specified alternates.
3-1.02 REJECTION OF IRREGULAR PROPOSALS. Proposals may be rejected in the City's sole discretion if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind. However, the City reserves the right to waive any minor irregularities and informalities in any bid or in the bid procedure for any reason.
INT - 11
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] 3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.
All Bidders are put on notice that any collusive agreement to control or affect the awarding of this Contract is in violation of the competitive bidding requirements of the City Charter, State Contract Act and the Business and Professions Code and may render void any Contract let under such circumstances.
3-1.04 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in its bid, the Bidder shall give the Department written notice within five (5) Days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City's sole discretion.
INT - 12
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.
Retained Bidders' securities will be held until the Contract has been fully executed, after which all Bidders' securities, except Bidders' bonds and any Bidders' securities that have been forfeited, will be returned.
INT - 13
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] 4-1.03 CONTRACT BONDS. The successful Bidder shall furnish two (2) bonds in the form contained in the section entitled Insurance Broker Information Packet and Bonds. One (1) bond shall secure the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract, and the other bond shall guarantee the faithful performance of the Contract.
Each of the two (2) bonds shall be in a sum equal to one hundred percent (100%) of the Contract Price. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. Sureties on each of said bonds shall be satisfactory to the City.
All alterations, extensions of time, extra and additional Work, and other changes authorized by the Standard Specifications, the Standard Construction Specifications, the Supplemental Conditions or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bonds.
Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 4-1.04 INSURANCE. At the time of the execution of the Contract, the Contractor shall, at its own expense, procure, and at all times during the prosecution of the Work maintain in full force and effect Worker's Compensation Insurance, and Liability Insurance as specified in the Standard Construction Specifications. The Contractor shall provide a Certificate of Insurance in the form contained in the section entitled Insurance Broker Information Packet. 4-1.05 EXECUTION OF CONTRACT. The Contract shall be signed by the successful Bidder and returned, together with all the required Contract bonds and insurance
INT - 14
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] certificates, within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City.
If the Bidder is an individual, the Contract shall be executed personally by the Bidder. If the Bidder is a partnership, it is desirable that the Contract be executed by all of the partners, but it may be executed by one of them. If the Bidder is a corporation, it must be executed by two officers of the corporation consisting of (1) the chairman of the board, president or vice president; and (2) the secretary, assistant secretary, chief financial officer, treasurer or assistant treasurer, or by a person authorized by the corporation to execute written contracts on its behalf, and the corporate seal affixed thereto. In the alternative, a person other than an officer may sign the Contract, provided evidence satisfactory to the City is provided indicating the individual’s authority to bind the corporation. If the corporate seal is not affixed to the Contract, or if it is executed by a person other than officers, or only by one officer, there must be attached to the Contract a certified copy of a resolution of the corporation authorizing such officer or person to execute written contracts for and on behalf of the corporation. If the Bidder is a joint venture, the Contract must be executed on behalf of each participating firm by officers or other individuals who have the full and proper authorization to do so. 4-1.06 FAILURE TO EXECUTE CONTRACT. Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds and insurance as provided within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City, shall be just cause for annulment of the award and forfeiture of the Bidder's security. The successful Bidder may file with the City Clerk a written notice, signed by the Bidder or Bidder's authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to