Camarillo City Council
May 13, 2026

Project No. ST-5006, CML-5393(036)
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The Contractor shall furnish traffic control plans prepared by a registered Civil Engineer for City approval. This plan will need to be approved by public works and meet the requirements of the encroachment permit.

The Contractor shall submit detailed drawings to the City for approval.

The traffic control plans shall reference the 2016 thirteenth edition of the APWA Southern California Chapter Work Area Traffic Control Handbook (WATCH) and/or the latest edition of the California Manual of Uniform Traffic Control Devices (CA-MUTCD) and in accordance with Caltrans Standard Specification Section 12.

General requirements for the preparation of the traffic control plans shall be as follows:

The traffic control plans shall show all work impacting vehicular, bicycle and pedestrian traffic and for any traffic signal, rectangular rapid flashing beacon, or streetlight shutdown. The plan will depict all signing, striping, delineation, flagging and all other traffic control devices necessary to the operation, in the opinion of the City Engineer or City Representative. Actual working hours for construction and for traffic signal shutdown will be determined by the City Engineer or his representative upon review of the traffic control plan and based on the impact to traffic. The Project Specifications provide more details regarding traffic control requirements and working hours.

Construction activity, loading or unloading of equipment shall not block any traffic lane other than those delineated within the work zone.

No hazardous materials shall be stored within public right-of-way. No materials or equipment shall be stored on the roadway surfaces during non-work hours.

Clearances from traffic lanes shall be five (5) feet to the edge of any excavation. Where a Five (5) foot clearance is not feasible, then a 4:1 maximum slope shall be provided for protection from open excavation.

Restrictions on Closure of Traffic Lanes:

1. During any lane closure, type II flashing arrow boards shall be used in accordance with Caltrans Traffic Manual and CAMUTCD.

2. Under no circumstances shall traffic signals be placed under flash operation without prior approval from the City Engineer.

Traffic signals shall only be placed on flash operation by City personnel.

3. Temporary guide markers shall be either portable delineators or fluorescent traffic cones. Only one type of guide marker shall be used at any one time.

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4. If the temporary guide markers are damaged, or not in an upright position, for any reason, said markers shall immediately be replaced, or restored to their original locations in an upright position, by the Contractor, 24 hours per day, 7 days per week for as long as required to complete the work.

5. The traffic control devices shall be temporary short-term duration and portable.

Two weeks (10 working days) prior to starting any construction work, the Contractor shall furnish two (2) changeable message boards and place them in locations approved by the
Engineer. The wording shown on the board will be provided by the Engineer and is subject to change with 24- hour notice. The changeable message boards shall be maintained by the
Contractor during the entire duration of the construction work.

The Contractor shall be responsible for the protection of public and private property per Caltrans Standard Specification Section 15 and Caltrans Standard Specification Section 7.

Channel construction shall not extend beyond the right of way onto private property unless shown on plan or authorized by the City Representative. If private property is damaged as a result of the channel construction, it is the responsibility of the Contractor to replace or repair the damage at his/her own expense, to the satisfaction of the designated City Representative.

Excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes. The post hole diameter, if backfilled with Portland cement concrete, shall be at least 4 inches greater than the longer dimension of the post cross section.

Construction area signs placed within 15 feet from the edge of the travel way shall be mounted on stationary mounted sign supports.

The Contractor shall maintain accurate information on construction area signs. Signs that are no longer required shall be immediately covered or removed. Signs that convey inaccurate information shall be immediately replaced or the information shall be corrected. Covers shall be replaced when they no longer cover the signs properly. The Contractor shall immediately restore to the original position and location any sign that is displaced or overturned, from any cause, during the progress of Work.

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New roadside signs shall be fabricated and furnished to the Project in accordance with details shown on the Plans, the FHWA Traffic Sign Specifications, Caltrans Traffic Sign Specifications, and these Special Provisions.

All signs shall be standard size for conventional roads per the latest Caltrans sign specifications unless otherwise specified and shall have minimum 3M high intensity prismatic retroreflective sheeting.

Information on Caltrans Traffic Sign Specifications for California sign codes is available for review at the Caltrans internet site:
https://dot.ca.gov/programs/safety-programs/sign-specs
Information on FHWA Traffic Sign Specifications for signs referenced with federal sign codes can be found in the Federal Highway Administration (FHWA) Standard Highway Signs Book which is available for review or purchase at the following Internet website:
https://mutcd.fhwa.dot.gov/ser-pubs.htm
Legend shall include letters, numerals, tildes, bars, arrows, route shields, symbols, logos, borders, artwork, and miscellaneous characters. The style, font, size, and spacing of the legend shall conform to the Standard Alphabets published in the FHWA Standard Highway Signs Book. The legend shall be oriented in the same direction in accordance with the manufacturer’s orientation marks found on the retroreflective sheeting.

Working drawings showing layout for custom signs shall be prepared by the Contractor and submitted to the Engineer. Working drawings for custom signs shall be approved by the Engineer prior to placing order for sign fabrication.

The Engineer will inspect signs at the Contractor established delivery location, and in accordance with Section 4, "Control of Materials," of the Standard Specifications. The Engineer will inspect signs for damage and defects before and after installation.

Portable changeable message signs shall be per Caltrans Standard Specification Section 12- 3.32, “Portable Changeable Message Signs”.

The Contractor shall notify the Engineer of his intention to begin Work at least 5 working days before starting any work at the Project location. The Contractor shall cooperate with the Engineer relative to handling traffic around the construction areas, detour route, and shall make his own arrangements relative to keeping the working area clear of parked vehicle and to clear access to driveways.

All open surrounding traffic lanes and detours shall be continually maintained to prevent the development of potholes and provide

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smooth, dust-free and mud-free traffic. The Contractor shall abate dust nuisance on traffic lanes, detours, and work site by cleaning, sweeping, and sprinkling with water or other means, as necessary, during and after the construction hours, including such non-working days as Saturdays, Sundays, and holidays.

If temporary pedestrian access routes are required they shall be per the Caltrans Standard Specifications Section 12-4.04, “Temporary Pedestrian Access Routes”.

If temporary delineation for seal coats are required they shall be per the Caltrans Standard Specifications Section 12-7, “Temporary Pavement Delineation for Seal Coats”.

All work zoned traffic control devices, materials and equipment shall be in new condition, as determined by the Engineer.

Portable delineators shall be either cone or tubular markers. Delineators to be used at night or in low light conditions shall be reflectorized. The minimum height of either cones or tubular markers shall be 37 inches above the road surface. The portable delineators shall be spaced as necessary for proper delineation; however, in no case shall the spacing between portable delineators exceed 50 feet on tangents or 25 feet on curves.

The lateral offset for traffic cones, portable delineators or channelizers used for temporary edge line delineation shall be as determined by the Engineer and shall be per Caltrans Standard Specifications Section 12- 3, ”Temporary Traffic Control Devices”, Section 12-3.02, ”Traffic Cones”, Section 12-3.04 “Portable Delineators”, Section 12-3.05 “Channelizers”, Section 12-3.10 “Barricades”. If traffic cones or portable delineators are used as temporary pavement delineation for edge lines, the Contractor shall provide personnel to remain at the Project Site to maintain the cones or delineators during the hours of the day that the portable delineators are in use.

Traffic stripes and pavement markings shall be either 2-Coat Paint or Thermoplastic (per Plans) for crosswalks, stop bars, arrows, permanent traffic striping, and other pavement legends at the end of the Project shall be thermoplastic or as directed per the City Engineer conforming to Section 84-2, ”Traffic Stripes and Pavement Markings” of the Caltrans Standard Specifications.

The Contractor shall be responsible for handling vehicular and pedestrian traffic in accordance with Section 7-1.03, Public Convenience” of the Caltrans Standard Specifications and these Special Provisions. Vehicular traffic must be maintained at all times to all businesses, parks, residences, and schools.

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Repair to sign panels will not be allowed, except when approved by the Engineer. At nighttime under vehicular headlight illumination, sign panels that exhibit irregular luminance; shadowing or dark blotches shall be immediately replaced at the Contractor's expense.

Contractor shall obtain approval from the City Engineer before any stationary signs e.g., wood posts/metal posts with foundation work be allowed for temporary traffic control. If approved wood posts (or Standard Sign Poles by the City of Camarillo “Unistrut” Metal Posts can be substituted) for construction area signs shall be in accordance with Caltrans Standard Plan RS-2 or alternative posts tested in accordance with NHCRP Report 350 criterion when approved by the Engineer. Wood posts for signs larger than 7 square feet shall be 4”x6” nominal.

The Contractor shall notify the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to commencing excavation for construction area sign and posts. The regional notification centers include, but are not limited to, the following:

Notification Center Telephone Number
Underground Service Alert-Southern
California (800) 422-4133
(USA) (800) 227-2600
Excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes. The post hole diameter, if backfilled with portland cement concrete, shall be at least 4 inches greater than the longer dimension of the post cross-section.

The Engineer will inspect signs at the Contractor established delivery location, and in accordance with Section 4, "Control of Materials," of the Standard Specifications. The Engineer will inspect signs for damage and defects before and after installation.

PARKING RESTRICTIONS
Contractor’s equipment and personal vehicles of the Contractor’s employees shall not be parked on the traveled way or on any street where traffic is restricted at any time. If construction equipment is parking in the parking lanes overnight, barricades and other suitable warning devices shall be required. Contractor is responsible to provide for the removal of parked cars that conflict with the work. Parking restriction (no parking) signs posted by the Contractor as required for controlling public parking on the street shall conform to the requirements of these Special Provisions.

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Parking restriction signs posted by the Contractor shall be of moisture resistant heavy cardstock and not less than 1.5 square feet of surface area on the face. Signs shall be clearly legible up to 100 feet from the sign. Background color shall be white, and lettering shall be printed in red water-resistant ink except that the specific day, date and time of restriction may be printed or clearly lettered by hand in black waterresistant ink. Lettering height shall be a minimum of 1 inch and stroke width shall be not less than 0.15 inch. Each sign shall also list the Contractor’s name and telephone number in letters having a minimum height of 0.75 inch. The telephone number identified on the signs shall be staffed for telephone inquiries between the hours of 7:30 am and 4:30 pm each workday.

Signs shall be mounted such that the words “No Parking,” are at an elevation of at least 3 feet and not more than 7 feet above the adjacent flow line grade. The signs shall be placed as required to control the parking of cars within the construction zone. Maximum spacing between signs along each side of the roadway shall be 75 lineal feet.

The Camarillo Police Department shall be notified when parking restriction signs are placed.

Parking restriction signs shall be posted and maintained by the Contractor for a period of 72 hours prior to the restriction becoming effective. Parking restrictions shall only be posted for work that is shown on the currently approved Construction Schedule. The Contractor shall place new signs promptly when work is delayed or schedule changes.

Upon completion of the Work, signs, and sign supports shall be removed and disposed by the Contractor.

The Contractor shall be fully responsible for the adequate removal of all parked cars that obstruct the construction. Vehicle removal shall be coordinated with the Ventura County Sherriff’s Department. Two hours advance notification is recommended for vehicle removal.

C. MEASUREMENT AND PAYMENT
The Contract lump sum price for TRAFFIC CONTROL SYSTEM shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals, and for doing all the Work involved in these Special Provisions, driveways and appurtenances, maintaining and controlling vehicle traffic, parking control, striping, construction area signs and posts, changeable message signs, traffic control devices, any required flagging operations, phasing, asphalt pavement and temporary asphalt conforms, and work requiring removing, replacing, or installing new signs on traffic signals, and no additional compensation will be made therefor. Full compensation for providing self-certification for crashworthiness of Category 1 temporary traffic control devices and

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for providing a list of Category 2 temporary traffic control devices used on the Project shall be considered as included in the prices paid for the various items of Work requiring the use of the Category 1 or Category 2 temporary traffic control devices and no additional compensation will be allowed therefor.

The compensation for providing furnishing, placing, maintaining and removing traffic cones, telescoping tree flags, advance warning signs, barricades including Type II and Type III barricades, temporary striping, removal of existing and conflicting striping, and other safety devices, as required for public safety or as directed by the Engineer, shall be considered in bid item TRAFFIC CONTROL SYSTEM and no additional compensation shall be made therefor.

Full compensation for all additional items and work, not specifically detailed or specified, but essential to the maintaining and controlling of traffic, shall be considered as included, and no additional compensation shall be allowed.

Payments will be amortized over the Project duration. The final 10% will be released after final Project acceptance.

D. SUBMITTALS

1. Phasing Plans

2. Traffic Control Plans
2001-Ca BID ITEM NO. 3a – POTHOLING EXISTING SEWER MAINS A. SCOPE
Potholing shall be performed in accordance with Section 2000-13 of these Special Provisions. In areas of the shallow sewer mains, the Contractor shall exercise caution during excavation and paving operations. The exposed pipeline shall be bridged with additional aggregate base and heavy construction loads shall be restricted from traveling directly over the shallow section. The location of the shallow mains shall be clearly flagged in the field to alert construction personnel.

Potholing under this bid item is specific to the existing sewer mains.

Potholing for all other existing utilities shall be in accordance with Section 2000-13 and paid for and included in the various items of work.

B. MEASURE AND PAYMENT
Measurement and payment for POTHOLING EXISTING SEWER MAINS shall be based on the Contract unit price per each per the Plans and Special Provisions, and as directed by the Engineer and shall include the cost for coordination with the sewer main utility companies, providing work

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areas for sewer main utilities, locating sewer main facilities including potholing, protecting sewer main utility facilities in place, report of sewer main potholing results, and conforming to the requirements of this section.

C. SUBMITTALS

1. Contractor shall provide a report of all potholing performed, as required on the plans. Report shall include reference existing grades with geo-located coordinates. Report shall be
organized in such a manner that each utility potholed has it's own section in the report.
2001-Cb BID ITEM NO. 3b – REMOVE ABANDONED SEWER PIPE
A.SCOPE
The scope of work for REMOVE ABANDONED SEWER PIPE shall include all labor, materials, equipment, incidentals, and completion of all work for the removal of conflicting portions of the abandoned sewer pipe as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer. Prior to the removal of abandoned sewer pipe, the Contractor shall submit potholing report for each potholing location in accordance with Section 2000-13 of these Special Provisions for City review and approval. The length of pipe to be removed shall be determined by the City based on the potholing report.

B. MEASURE AND PAYMENT
Measurement and payment for REMOVE ABANDONED SEWER PIPE shall be based on the Contract unit price per linear foot per the Plans and Special Provisions, and as directed by the Engineer and shall include the cost for coordination with the utility company, removal and disposal of sewer pipe, trenching and backfill, protecting adjacent utility facilities in place, and conforming to the requirements of this section. 2001-D BID ITEM NO. 4 – TEMPORARY SHORING (SHEETING, SHORING, AND

BRACING OR EQUIVALENT METHOD)
A. SCOPE
The scope of work for TEMPORARY SHORING (SHEETING, SHORING, AND BRACING OR EQUIVALENT METHOD) shall include all labor, materials, equipment, incidentals, and completion of all work for constructing the temporary shoring as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer.

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B. MATERIALS AND METHODS
Groundwater is not anticipated to be encountered on the basis of subsurface exploration and the need for dewatering is not anticipated.

However, groundwater seepage may be encountered in excavations following rainfall or agricultural watering. Therefore, the Contractor will be required to divert channel flows around active work areas and to control surface water flows into the ditch to keep the work area from becoming saturated. Temporary Channel Diversion and Dewatering shall be incorporated into the project Storm Water Pollution Prevention Plan (SWPPP). Temporary Channel Diversion and Dewatering shall be included in their respective items of work.

Pre-cast box culvert shall be constructed per Caltrans Standard Specification Section 51 and shall be constructed in conformance with the Plans, details and these Special Provisions. No local depressions are proposed, see Plans for specific elevations to match. Temporary Shoring, Bracing, or Equivalent Method shall be per Caltrans Standard Specification Section 48.

The Contractor may submit substitute product information and structural certifications/calculations to the City Engineer for consideration.

However, if it is determined by the City Engineer to not be an effective substitution, the Contractor shall revise his/her operations to meet the Project requirements at no cost to the Agency. All work within the channel must comply with the Approved 401, 404, and 1602 approved permits.

The manner of bracing excavations shall be as set forth in the rules, orders, and regulations of the Division of Industrial Safety of the State of California. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety.

Further, bracing and/or a permit from the Division of Industrial Safety may be required if personnel are required to enter into the area between the back of a retaining wall and an earthen slope in which the distance between the top of the retaining wall and the ground is 5 feet or more at any point behind the wall.

Shoring shall be in compliance with the following minimum requirements and all applicable requirements as set forth by the Federal and State governments.

1. Shoring is considered to be adequate sheeting, shoring, bracing, or equivalent method for (1) protection of life and limb which shall conform to applicable safety orders; (2)

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protection of existing underground and above-ground private and public improvements; and (3) the remedy of any and all conditions encountered, regardless of depth, (including, but not limited to trench sloughing, pavement separation, etc.) during the construction of the Project.

2. The Contractor shall take appropriate measures when
trenching adjacent to existing utilities (i.e., sewer and water mains, storm drain, and conduits) to prevent the existing utility trench from sloughing into the new trench excavation. The wall of the new trench may be adjacent to the edge of the existing trench and, therefore, may contain loose material. The Contractor is required to use adequate shoring or other protective construction measures as required by field
conditions to prevent damage to pavement outside the
trench width and to prevent sloughing of the trench wall.

3. The Contractor shall be responsible for any sloughing and damage to the road surface or other utilities that may occur.

It shall be the Contractor’s responsibility to repair any damaged pavement or utilities as a result of the sloughing.

4. If sheeting is used to support the excavated trench, the sheeting shall be removed by the Contractor, and no such sheeting will be permitted to remain in the trench. When field conditions, the type of sheeting, or methods of construction used by the Contractor are such as to make the removal of sheeting impracticable, the Engineer may permit portions of the sheeting to be cut off to a specified depth and remain in the trench.

5. Should the bracing system utilize steel H-beams or piles or other similar vertical supports, driving of aid vertical supports will not be permitted except for the last 1.2 m (4 feet). The vertical supports shall be placed in holes drilled to a depth of 1.2 m (4 feet) above the proposed bottom of pile, except where this procedure is impracticable. The vertical support may then be driven to the required depth, not to exceed 1.2 m (4 feet).

During the drilling and driving operations, the Contractor shall take care to avoid damage to utilities.

At locations where the drilling of such holes is impracticable because of the existence of rocks, running sand, or other similar conditions, and provided said impracticability is demonstrated to the satisfaction of the Engineer by actual drilling operations by the Contractor, the Engineer may, upon request of the Contractor, approve the use of means other than drilling for the purpose of placing the vertical support. Such other means, however, must be of a nature which will accomplish, as nearly

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as possible, the purpose of the drilling, namely, the prevention of damage to existing surface or subsurface improvements, both public and private. All costs for this work shall be included in the prices bid for the items involved.

C. MEASUREMENT AND PAYMENT

TEMPORARY SHO RIN G (SHEETING, SHORING, AND BRACING OR
EQUIVALENT METHOD) will be measured and paid for at the Contract lump sum price. The unit price paid per TEMPORARY SHORING (SHEETING, SHORING, AND BRACING OR EQUIVALENT METHOD) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in constructing concrete channels, box culverts, headwalls, drainage inlets, modular wetlands, driveways, including excavation and removals, disposal, roadway reconstruction, compaction, reinforcing steel, miscellaneous metal, and connection to storm drain system complete and in place, as specified on the Plans, in the Standard Specifications and these Special Provisions, complete and in place.

D. SUBMITTALS

1. Sheeting, Shoring, and Bracing or Equivalent Method
2001-E BID ITEM NO. 5 – TEMPORARY EROSION CONTROL ESTABLISHMENT

WORK (EROSION CONTROL)
A. SCOPE
The scope of work of TEMPORARY EROSION CONTROL
ESTABLISHMENT WORK (EROSION CONTROL) shall include
implementation of the approved temporary erosion control plans and all labor, materials, equipment, incidentals, and for completing all work for monitoring, inspecting, correcting, updating and maintaining the temporary erosion control devices and temporary best management practices (BMP’s) and for obtaining required permits and associated fees, including all labor, materials, equipment, and incidentals, and for completing all work involved in the implementation of the approved plan and meeting requirements of the City of Camarillo regarding storm water pollution control, in accordance with the Plans and Special Provisions to the satisfaction of the Engineer.

All disturbed areas affected by the project must have appropriate perimeter control, erosion and sediment control best management practices (BMPs).

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B. MATERIALS AND METHODS

TEMPORARY EROSION CONTROL ESTABLISHMENT WORK (EROSION
CONTROL) shall be implemented as specified in the Caltrans Standard Specification Section 13 and these Special Provisions. All work shall conform to the Project’s temporary erosion control plan.

C. MEASUREMENT AND PAYMENT
The Contract lump sum price paid for TEMPORARY EROSION CONTROL ESTABLISHMENT WORK (EROSION CONTROL) shall include full Payment for implementing the plan documents and complying with the
requirements within the Project area and shall include all labor, materials, equipment, incidentals, and for completing all work for monitoring, inspecting, correcting, updating and maintaining the Project temporary erosion control devices and temporary best management practices (BMP’s) and for obtaining required permits and associated fees, including all labor, materials, equipment, and incidentals, and for completing all work involved in the implementation of the approved plan and meeting requirements of the City of Camarillo regarding storm water pollution control, in accordance with the Plans and Special Provisions to the satisfaction of the Engineer, and no additional compensation shall be allowed therefor. The Contractor shall comply with shall comply with Caltrans Standard Specification Section

21. D. SUBMITTALS

1. Erosion Control Plans
2001-F BID ITEM NO. 6 – TEMPORARY CHANNEL DIVERSION
A. SCOPE
The scope of work for TEMPORARY CHANNEL DIVERSION shall include all labor, materials, equipment, incidentals, and completion of all work for constructing the temporary channel diversion as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
The Contractor will be required to divert channel flows around active work areas and to control surface water flows into the ditch to keep the work area from becoming saturated. TEMPORARY CHANNEL DIVERSION shall be implemented as specified in the Caltrans Standard Specification Section 13 and these Special Provisions. TEMPORARY CHANNEL DIVERSION plans shall be incorporated into the project Storm Water Pollution Prevention Plan (SWPPP). Full compensation for

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designing and implementing channel diversion and for managing seepage and surface flows shall be considered included in the items of work requiring channel diversion and seepage and surface flow management and no additional compensation will be allowed therefor.

All work within the channel must comply with the Approved 401 and 404, and 1602 approved permits.

C. MEASUREMENT AND PAYMENT
TEMPORARY CHANNEL DIVERSION will be measured and paid for at the Contract lump sum price. The unit price paid per TEMPORARY CHANNEL DIVERSION shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in constructing Temporary Channel Diversion, as specified in the Standard Specifications and these Special Provisions, complete and in place.

D. SUBMITTALS

1. Detailed Plan for Means and Methods for Temporary Channel Diversion. Temporary Channel Diversion Plan shall be
incorporated by reference into the SWPPP.
2001-Fa BID ITEM NO. 6a – DEWATERING
A. SCOPE
The scope of work for DEWATERING shall include all labor, materials, equipment, incidentals, and completion of all work for dewatering as required in accordance with these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
Groundwater is not anticipated to be encountered on the basis of subsurface exploration and the need for dewatering is not anticipated.

However, groundwater seepage may be encountered in excavations following rainfall or agricultural watering. The Contractor shall be responsible for the control, removal, and disposal of any groundwater that may be encountered in the course of excavating, trenching, placing pipe, or constructing any other improvements associated with the project DEWATERING shall be implemented as specified in the Caltrans Standard Specification Section 13 and these Special Provisions.

DEWATERING shall be performed in conformance with all applicable local, state and federal laws and permits issued by jurisdictional regulatory agencies.

Any discharge of groundwater is required to obtain an NPDES discharge permit from the California State Water Resources Control Board, Los

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Angeles Region. All groundwater discharges shall be in accordance with the requirements of the discharge permit. Prior to any groundwater discharge, the Contractor shall obtain and pay for all permits necessary for treatment and disposal. Accumulated water shall be treated prior to disposal or required by permit. The Contractor shall submit a working drawing and related supporting information detailing its proposed plan and methodology of dewatering and treatment and disposal of accumulated water.

The plan shall identify the location, type and size of dewatering devices and related equipment, the size and type of materials composing the collection system, the size and type of equipment to be used to retain and, if required, treat accumulated water, and the proposed disposal locations. If the proposed disposal location is a sanitary sewer, the Contractor shall submit to the Engineer written evidence of permission from the Sanitary District. If the proposed disposal location is a storm drain system or receiving body of water, the Contractor shall submit written evidence of permission from the City or owner of the storm drain system and, if not obtained by the Agency, original signed permits from jurisdictional regulatory agencies or written evidence that such permits are not required.

C. MEASUREMENT AND PAYMENT
DEWATERING will be measured and paid for at the Contract lump sum price indicated in the Bid Schedule. 20% of the payment shall be made for the preparation of the dewatering plan, regardless of whether dewatering is needed. 20% of the payment shall be made for the mobilization of equipment. 60% of the payment shall be made if actual dewatering activities are performed and shall include all necessary permits, water treatment, and disposal of water and shall include full compensation for furnishing all labor, materials, tools, and incidentals and for dewatering as specified in the Standard Specifications and these Special Provisions.

D. SUBMITTALS

1. Dewatering Plan
2001-G BID ITEM NO. 7 – CLEARING AND GRUBBING
A. SCOPE
The scope of work for CLEARING AND GRUBBING shall include all labor, materials, equipment, incidentals, and for completing all work involved for removing and disposal of all natural and artificial objectionable materials from within the right-of-way in construction areas, roads, landscaping, stumps, tree removal, material sites, ditches/swales,

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channels and as shown on the Plans, as specified in these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
The CLEARING AND GRUBBING shall be performed in accordance with Caltrans Standard Specification Section 17, ”Clearing and Grubbing” and these Special Provisions and as noted on the Construction Plans.

This includes the removal of all objectionable material and objects from within the existing right-of-way lines, as shown on the Plans and disposal of said material off the job site and at a location acceptable to the City Engineer.

Prior to commencing grading operations, soil containing debris, organics, pavement, trash, or other unsuitable materials including metal objects in conflict with the improvements, shall be stripped from the proposed pavement areas. Demolition areas shall be cleared of soil disturbed during the demolition process. Depressions or disturbed areas left from the removal of such material shall be replaced with compacted fill.

Excess excavation and stockpiled material shall become the property of the Contractor.

Included in this bid item are, but not limited to, removal soil and disposal, removal of trees, and removal of shrubs and grass.

Care shall be taken not to damage improvements to remain during removal. Damaged improvements shall be replaced at the Contractor’s expense.

Tree roots encountered in the excavation, grading, and compaction shall be cut and removed. Tree roots over 2” in diameter encountered shall be brought to the attention of the City’s Authorized Representative prior to cutting and removal. Existing improvements to remain shall be protected in place. Any damage to facilities that are to remain in place shall be replaced at the Contractors expense.

Excess material shall become the property of the Contractor and shall be responsible for a truck hauling costs. This work shall include the cutting and capping of irrigation lines and salvaging of sprinklers, utility boxes, and all appurtenances, and every other related facility as now exists which is not abandoned or indicated for removal. Direction will come from the Engineer as to location of cutting and capping and storage of salvaged irrigation appurtenances. Such devices shall be maintained, protected and dealt with as directed by the Engineer.

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All removals from within right-of-way and required protection of facilities are included in this item regardless of method of relocations, disposal, etc.

Miscellaneous work and materials shall be considered incidental to this bid item and no additional payment shall be made therefore.

C. MEASUREMENT AND PAYMENT
The measurement and payment for CLEARING AND GRUBBING shall be based on the lump sum price bid in accordance with the Plans and Special Provisions. Such payment shall include full compensation for all labor, materials, tools, and equipment to construct this item of the Work, including the removal and acceptable disposal of shrubs/vegetation, all natural and artificial objectionable materials from within the right-ofway in construction areas, roads, landscaping, material sites, ditches/swales, channels, including miscellaneous trash and debris, and in accordance with the Special Provisions, Project Specifications, and the Plans.

D. SUBMITTALS

1. None
BID ITEMS 8 TO 10
2001-H BID ITEM NO. 8 – ADJUST FRAME AND COVER TO GRADE (ADJUST

UTILITIES TO GRADE)
2001-I BID ITEM NO. 9 – ADJUST MANHOLE FRAME AND COVER (UTILITY) 2001-J BID ITEM NO. 10 – RELOCATE MAILBOX/BOLLARD
A. SCOPE
The scope of work for ADJUST FRAME AND COVER TO GRADE (ADJUST UTILITIES TO GRADE), ADJUST MANHOLE FRAME AND COVER (UTILITY), and RELOCATE MAILBOX/BOLLARD shall include all labor, materials, equipment, incidentals, and for completing all work for raising and adjusting frame, cover, and concrete rings of existing sanitary sewer or storm drain manholes, and water valve covers to required finished grade or surface, removal and relocation of bollards and foundations and existing mailboxes and foundation, relocation of fire hydrants and coordination with the utility companies as shown on the Plans and as specified in these Special Provisions and include all labor, materials, equipment, incidentals for providing coordination with the each utility company/facility specified in these Special Provisions and general Specifications and as shown on the Plans.

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B. MATERIALS AND METHODS
Work shall include raising/adjusting/installing/replacing manhole frame and cover (Sanitary Sewer or Storm Drain) and/or concrete rings, manhole, base, shaft, and cone, installing hinged manholes, valve cans, utility boxes, and shall comply with the requirements set forth in Caltrans Standard Specification Sections 70 and 71 except as modified herein.

Existing concrete collars in locations where the manhole castings, valve cans or utility boxes are to be adjusted shall be removed and disposed of prior to paving operations. All damaged manholes, valve cans, and utility boxes shall be completely replaced in kind including matching lid or boxes. Traffic rated lids shall be installed where required. All work shall comply with Buy America requirements 3-604B for Steel and Iron Materials.

Portland cement concrete shall be constructed of concrete prepared as prescribed in Caltrans Standard Specification Section 40”.

The installation of new concrete rings within asphalt pavement extents shall be at least a minimum 1 ½” below the finished asphalt surface to be covered with final placement of asphalt concrete, no colored concrete collars shall be visible within the roadway.

Sewer manhole adjustment shall be performed as shown on the Project Plans, the Standard Specifications, these Special Provisions, and per Caltrans Standard Specification Section 71.

Contractor shall coordinate and schedule work activities with each utility agency. The Contractor shall ensure that all existing utilities remain in service and shall protect them against damage during demolition operations.

The Contractor is responsible for the construction of improvements and modifications to the Sanitary Sewer or Storm Drain Manholes, Frames, Covers, etc. as specified on the Plans. The Contractor shall ensure that all existing utilities remain in service and shall protect them against damage during demolition operations.

Existing bollards and mailboxes at locations shown on the Plans to be removed shall not be removed until replacement mailboxes for detour mail have been installed, unless otherwise directed by the Engineer. All mailboxes are to be inspected prior to their removal and subsequent to reincorporation into the Work. Any mailboxes damaged during removal, storage, or resetting shall be replaced at the Contractor’s expense. All mailboxes shall be installed on new, single or double, poles or posts as shown per the Plans and Details. Removal of mailboxes shall include the removal of the foundations. Foundation excavations shall be backfilled and compacted with material approved by the Engineer or City’s

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Authorized Representative. Mailbox resetting and relocation shall be per Caltrans Standard Specification Section 78-21. Relocation of mailboxes shall be coordinated by the Contractor with the United States Postal Service to ensure proper placement and with no disturbance to postal service.

C. MEASUREMENT AND PAYMENT
Measurement and payment for ADJUST FRAME AND COVER TO GRADE (ADJUST UTILITIES TO GRADE) shall be based on the Contract unit price per each per the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer.

Measurement and payment for ADJUST MANHOLE FRAME AND COVER (UTILITY) shall be based on the Contract unit price per each per the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer and shall include raising, adjusting, installing, and replacing manhole frame and cover, base, shaft cone, and hinged manholes.

Measurement and payment for RELOCATE MAILBOX/BOLLARD shall be based on the Contract unit price per each per the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer and include coordination with United States Postal Service.

D. SUBMITTALS
Submit Certificate of Compliance for steel and iron materials to be incorporated into the Project at the time of delivery. Steel and iron materials must be produced in the U.S., except as allowed per Federal Buy America provisions.

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BID ITEMS 11, 12, 14 TO 20
2001-K BID ITEM NO. 11 – REMOVE ASPHALT CONCRETE DIKE
2021-L BID ITEM NO. 12 – REMOVE BASE AND SURFACING
2001-N BID ITEM NO. 14 – REMOVE ASPHALT CONCRETE PAVEMENT (DRIVEWAY) 2001-O BID ITEM NO. 15 – REMOVE HEADWALL (REMOVE CULVERT HEADWALL AND

SAND BAGS) (NORTH SIDE)
2001-P BID ITEM NO. 16 – REMOVE HEADWALL (REMOVE CULVERT HEADWALL AND

SAND BAGS) (SOUTH SIDE)
2001-Q BID ITEM NO. 17 – REMOVE EXISTING PIPE (GREATER THAN OR EQUAL TO 24 INCHES IN DIAMETER)
2001-R BID ITEM NO. 18 – REMOVE EXISTING PIPE (LESSER THAN 24 INCHES IN

DIAMETER)
2001-S BID ITEM NO. 19 – REMOVE EXISTING BOX CULVERT
2001-T BID ITEM NO. 20 – REMOVE CONCRETE STRUCTURE
A. SCOPE
The scope of work for these bid items shall include all labor, materials, equipment, incidentals, and for completing all work involved removing and disposal of all natural and artificial objectionable materials from within the right-of-way in construction areas/roads and as shown on the Plans, removal of asphalt concrete and base, and sawcutting as specified in these Special Provisions, and as directed by the Engineer.

Existing asphalt dike, asphalt pavement, aggregate base shall be removed and disposed as shown on the Plans and in accordance with Caltrans Standard Specification Section 39-3, unless otherwise shown.

The Contractor shall stop work and notify the City Representative if they have encountered existing irrigation.

The Contractor shall conduct demolition operations and debris removal to ensure minimum interference with roads, streets, bike paths, and other adjacent occupied or used facilities.

The Contractor shall ensure that all existing utilities remain in service and shall protect them against damage during demolition operations. The Contractor shall provide barricades, coverings or other types of protection to prevent damage to existing improvements indicated to remain in place. Reinforcing or other steel may be encountered in portions of concrete to be removed. No additional compensation shall be allowed for the removal of concrete containing reinforcing or other steel.

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B. MATERIALS AND METHODS
The Contractor shall perform demolition work in accordance with Caltrans Standard Specification Section 71 and these Special Provisions and as noted on the Construction Plans.

This includes the removal of all objectionable material and objects from within the existing right- of-way lines, and/or match lines outside the right-of-way as shown on the Plans and disposal of said material off the job site and at a location acceptable to the City Engineer.

Prior to commencing grading operations, soil containing debris, organics, pavement, or other unsuitable materials, shall be stripped from the proposed pavement areas. Demolition areas shall be cleared of soil disturbed during the demolition process. Depressions or disturbed areas left from the removal of such material shall be replaced with compacted fill.

Removal of base and surfacing shall include removing base and asphalt concrete surfacing per Caltrans Standard Plans, Section 39-3.05A.

Where base and surfacing are described to be removed, remove base and surfacing to depth of proposed improvements. This includes the backfilling of resulting holes and depressions with embankment material under Section 19.

Existing Crushed Aggregate Base (CAB) may remain beneath locations of proposed curb and gutter improvements if approved by the Engineer.

Existing structures to remain in service shall be protected and preserved and lowered or raised to finish grade and restored to service upon completion of the Work. Objectionable material shall include any excess excavation not required to make finish subgrade.

Excess material shall become the property of the Contractor.

All removals from within right-of-way and required protection of facilities are included in this item regardless of method of relocations, disposal, etc.

Miscellaneous work and materials shall be considered incidental to this bid item and no additional payment shall be made therefor.

Provide services for effective air and water pollution controls as required by County Air Pollution Control District regulations.

Included in this bid item are, but not limited to, removal soil and disposal.

The Contractor shall accept or confirm existing topographic information, shall review the site and make his own interpretations and conclusions

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with respect thereto, and shall perform an independent earthwork estimate on which to base the bid.

The Contractor shall also protect plant life that is to remain. Benchmarks, existing structures, fences, paving, and curbs not shown to be removed shall be protected from excavation equipment and vehicular traffic.

Any damage to said objects scheduled to remain shall be replaced by the Contractor at no additional cost to the City.

Subsoil will be excavated in accordance with lines and levels required for the construction of Work, including space for form construction, bracing and shoring, waterproofing application, and inspection. The Contractor shall stockpile excavated clean fill for reuse where directed and remove excess or unsuitable excavated fill from the site.

Existing improvements to remain shall be protected in place. Any damage to facilities that are to remain in place shall be replaced at the Contractors expense.

Waste materials generated by the grading operation shall be considered the property of the Contractor and shall be disposed of by the Contractor as its expense.

Perform sawcutting operations to neat, straight lines to the limits designated on the Plans. Where shown on the Plans, sawcut edges shall be made with smooth radius cuts. Sawcutting operations shall comply with Caltrans Standard Specifications, Section 39-3.

All existing pavement or hardscape that is to be joined by new construction shall be sawcut in a straight line. Contractor shall exercise due caution to avoid damage to the existing improvement to be protected in-place and utilities. Any damage done by the Contractor and/or his equipment shall be repaired or replaced as called out in Caltrans Standard Specification Section 5-1.39 “Damage Repair and Restoration” at the Contractor’s expense.

The Contractor shall stop work and notify the City Representative if they have encountered existing irrigation.

The Contractor shall conduct demolition operations and debris removal to ensure minimum interference with roads, streets, bike paths, and other adjacent occupied or used facilities.

The Contractor shall ensure that all existing utilities remain in service and shall protect them against damage during demolition operations. The Contractor shall provide barricades, coverings or other types of protection to prevent damage to existing improvements indicated to remain in place. Reinforcing or other steel may be encountered in portions of concrete to be removed. No additional compensation shall

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be allowed for the removal of concrete containing reinforcing or other steel.

Caltrans Standard Specifications Section 39 specifies the procedures for operations of continuous diamond grinding asphalt pavement to eliminate surface defects such as rutting, roughness and surface deterioration as well as provide desired surface characteristics such as smooth ride, improved friction and drainage. This standard does not apply to corrective bump grinding. The standard provides guidelines for proper operational procedures along with levels of acceptance for the desired surface characteristics. The user of this standard shall be responsible for ensuring that all local safety, health and environmental standards are made a part of the Project Specifications.

C. MEASUREMENT AND PAYMENT
The Contractor shall be responsible for all labor, materials, tools, equipment and incidentals to perform all excavation, fill areas, export, site grading to subgrade and finish grade elevations including subgrade preparation and compaction, disposal of waste material, and transportation, excavation safety and to protect adjacent structures, coordination with utility companies for utility work (by others) and protection of utilities from damage as shown on the Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the City Representative and shall be considered as included in all Contract price bid items and no additional compensation shall be allowed therefor.

Measurement and payment for Demolition Operations shall be based on unit prices listed below. Payment for these items shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in Demolition Operations, complete in place, as shown on the Plans, as specified in the Caltrans Standard Plans and these Special Provisions, and as directed by the City Representative.

Measurement and payment for REMOVE ASPHALT CONCRETE DIKE shall be based on the unit bid price of linear foot. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, disposal, and incidentals and for doing all the work involved to accomplish REMOVE ASPHALT CONCRETE DIKE to the required depths as needed for final improvements as shown on the Plans, as specified in the Caltrans Standard Plans, and these Special Provisions, and as directed by the City Representative
Measurement and payment for REMOVE BASE AND SURFACING shall be based on the unit bid price of square foot. Payment shall include full

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compensation for furnishing all labor, materials, tools, equipment, transportation, disposal, and incidentals and for doing all the work involved to accomplish removal of base and asphalt concrete surfacing, including sawcutting to the required depths as needed for final improvements as shown on the Plans, as specified in the Caltrans Standard Plans, and these Special Provisions, and as directed by the City Representative.

Measurement and payment for REMOVE ASPHALT CONCRETE PAVEMENT (DRIVEWAY) shall be based on the unit bid price of square foot. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, sawcutting, transportation, disposal, and incidentals and for doing all the work involved to accomplish REMOVE ASPHALT CONCRETE PAVEMENT (DRIVEWAY) to the required depths as needed for final improvements as shown on the Plans, as specified in the Caltrans Standard Plans, and these Special Provisions, and as directed by the City Representative.

Measurement and payment for REMOVE HEADWALL (REMOVE CULVERT HEADWALL AND SAND BAGS) (NORTH SIDE) shall be based on the Contract unit price per each per the dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, disposal, and incidentals and for doing all the work involved to accomplish the removal of the headwall, sandbags, and appurtenances, complete.

Measurement and payment for REMOVE HEADWALL (REMOVE CULVERT HEADWALL AND SAND BAGS) (SOUTH SIDE) shall be based on the Contract unit price per each per dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, disposal, and incidentals and for doing all the work involved to accomplish the removal of the headwall, sandbags, and appurtenances, complete.

Measurement and payment for REMOVE EXISTING PIPE (GREATER THAN OR EQUAL TO 24 INCHES IN DIAMETER) shall be based on the Contract unit price per linear foot per the dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer.

Measurement and payment for REMOVE EXISTING PIPE (LESSER THAN 24 INCHES IN DIAMETER) shall be based on the Contract unit price per linear foot per the dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer.

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Measurement and payment for REMOVE EXISTING BOX CULVERT shall be based on the Contract unit price per linear foot per the dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, disposal, and incidentals and for doing all the work involved to accomplish the removal of the box culvert and appurtenances, complete.

Measurement and payment for REMOVE CONCRETE STRUCTURE shall be based on the Contract unit price per lump sum for the locations as shown on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer.

D. SUBMITTALS
Submit under provisions of Section 2-5.3, Submittals, of the General Provisions, the following information:

1. Indicate methods to be employed, equipment, procedures, and disposal sites and proposed haul routes. Include in the plan, safety measures in accordance with applicable codes including signs, barriers and temporary walkways.

2. Permits and Notices authorizing demolition.
2001-U BID ITEM NO. 21 – REMOVE PAVEMENT MARKINGS (REMOVE STRIPING,

PAVEMENT MARKING, AND MARKERS)
A. SCOPE
The scope of work under these bid items shall include all labor, materials, equipment, incidentals, and completion of all work for removal of traffic striping, pavement markings, and markers, and object markers, as shown on the signing and striping plans and details, as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
Removal of existing traffic striping and pavement markings shall conform to the provisions in Section 15, “Existing Facilities”, of the Caltrans Standard Specifications, unless otherwise noted herein.

Nothing in these Specifications shall relieve the Contractor from his responsibilities as provided in Section 7-1.04, “Public Safety”, of the Caltrans Standard Specifications. Conflicting striping and pavement markings shall be removed before the installation of new striping and pavement markings. All traffic striping and pavement markings shall be removed in a rectangular shape. New striping and pavement markings

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shall be installed within 24 hours of removal of old striping and pavement markings.

Where grinding or sand-blasting is used for the removal of existing traffic striping and pavement markings, and such removal operation is being performed within 10 feet of a lane occupied by public traffic, the residue including dust shall be removed immediately after contact between the grinding or sand-blasting material and the surface being treated. Such removal shall be by a vacuum attachment operating concurrently with the grinding or sand-blasting operation. After the removal of existing traffic striping and pavement markings on asphalt concrete pavement, a fog seal coat shall be applied to the surface of grinding or sandblasting areas in accordance with the provisions in Section 37, “Seal Coats”, of the Caltrans Standard Specifications. Disposal of materials shall be removed in a legal manner.

Remove any conflicting existing striping or markings in accordance with Caltrans Standard Specification Section 84 as shown on the Plans, as directed by the City Engineer, and according to the following regulations:

1. Prior to the removal of any existing traffic markings and lines the Contractor shall determine by the appropriate laboratory analysis1 if the paint for thermoplastic residue contains lead.

Lead is a common constituent in many traffic paints and thermoplastic; when lead is present the Contractor will be subject to a lead compliance plan (CCR Title 8, §1532.12) prepared and signed by a Certified Industrial Hygienist. If required, at the time of submittals Contractor shall submit a lead compliance plan & certification of personnel involved in the removal to the City. Depending on the lead
concentration, the paint and/or thermoplastic residue may be hazardous waste and require special handling and disposal.

The Contractor shall submit analytical test results of the residue from removal of yellow thermoplastic and yellow painted traffic stripe and pavement marking, including chain of custody documentation, for review and acceptance by the City.

2. The Contractor shall provide the appropriate equipment to completely remove all existing traffic striping or markings that may be confusing to the public. This equipment shall meet all requirements of the air pollution control district having jurisdiction and the lead compliance plan, if applicable. All residual material shall be removed from the pavement without delay as the removal operation progresses. Removal of striping

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by alternative methods may be permitted when in
compliance with the lead compliance plan (if applicable) and approved by the Engineer.

3. Existing markings and striping which are to be abandoned or obliterated shall be removed by appropriate methods. If lead is not present wet sandblasting shall be used. Alternate methods of paint removal are required to be in compliance with the lead compliance plan (if applicable) and receive prior approval of the Engineer. Obliteration of traffic striping with black paint or light emulsion oil shall be done only with the prior approval of the Engineer.
a. Make necessary arrangements to test the yellow
thermoplastic and yellow paint hazardous waste residue
as required by the disposal facility and these Special
Provisions. Testing must include, at a minimum, total lead by EPA Method 6010C, total chromium by US EPA
Method 7000 series, soluble lead by California Waste
Extraction Test, soluble chromium by California Waste
Extraction Test, soluble lead by Toxicity Characteristic Leaching Procedure, and soluble chromium by Toxicity
Characteristic
b. Leaching Procedure:
https://www.dir.ca.gov/Title8/1532_1.html

REMOVAL OF EXISTING PAVEMENT MARKERS AND STRIPING
Removal of existing pavement markers, markings, and striping shall conform to the provisions in Section 15, “Existing Highway Facilities”, of the Caltrans Standard Specifications unless otherwise noted herein.

Existing pavement markers and striping, when no longer required for traffic lane delineation as shown on the Plans, or as directed by the City Engineer, shall be removed and disposed of.

Existing pavement markers, markings, and striping which are to be removed, shall be done in such a manner as to leave the existing asphalt concrete pavement undamaged. Damage to the asphalt concrete resulting from the removal of pavement markers and striping shall be considered as any depression more than one-fourth inch (1/4”) deep.

Should any asphalt concrete pavement be damaged or removed, it shall be patched using Type A, No. 4 maximum asphalt concrete.

PREQUALIFIED AND TESTED SIGNING AND DELINEATION MATERIALS The California Department of Transportation maintains a trade name list of approved prequalified and tested signing and delineation materials

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and products. Approval of prequalified and tested products and materials shall not preclude the City Engineer from sampling and testing any of the signing and delineation materials or products at any time.

Listing of approved prequalified and tested signing and delineation materials and products cover the following:

MATERIALS and PRODUCTS:

1. Temporary pavement markers

2. Striping and pavement marking tape

3. Pavement markers, reflective and non-reflective

4. Flexible Class 1 delineators and channelizers

5. Railing and barriers delineators

6. Sign sheeting and base materials

7. Reflective sheeting for barricades

8. Reflective sheeting for channelizers

9. Reflective sheeting for markers and delineators

10. Reflective sheeting for traffic cone sleeves

11. Reflective sheeting for barrels and drums
None of the above listed signing and delineation materials and products shall be used in the Work unless such material or product is listed on the California Department of Transportation List of Approved Traffic Products.

C. MEASUREMENT AND PAYMENT
Measurement and payment for REMOVE PAVEMENT MARKINGS
(REMOVE STRIPING, PAVEMENT MARKING, AND MARKERS) shall be based on the Contract lump sum price per the dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer. Payment shall include all grinding or sand-blasting that is used for the removal of existing traffic striping and pavement markings.

D. SUBMITTALS

1. None
BID ITEMS 22 TO 23
2001-V BID ITEM NO. 22 – MINOR CONCRETE (CURB) (CONCRETE CURB TYPE A) 2001-W BID ITEM NO. 23 – MINOR CONCRETE (THICKENED EDGE CURB AND

GUTTER)
A. SCOPE
The scope of work for MINOR CONCRETE (CURB) (CONCRETE CURB TYPE A) and MINOR CONCRETE (THICKENED EDGE CURB AND GUTTER) shall include all labor, materials, equipment, incidentals, and for completing all work for concrete curb and gutter, thickened edge curb and gutter,

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gutter expansions at catch basins, transitions to existing gutters, reinforcement and as shown on the Plans and as specified in these Special Provisions.

B. MATERIALS AND METHODS
MINOR CONCRETE (CURB) (CONCRETE CURB TYPE A) and MINOR
CONCRETE (THICKENED EDGE CURB AND GUTTER) shall include all curb and gutter and thickened edge curb and gutter. Materials for Concrete Curb and Gutter shall conform to the requirements per the Caltrans Standard Specification 73-2. Concrete includes expansion joint filler.

Expansion joint filler shall conform to State of California Standard Specification 40-1.02E. The joint filler shall be shaped to the cross-section of the gutter slope. The Contractor shall establish the required elevations, lines and grades as shown on the Plans and may require additional joints.

C. MEASUREMENT AND PAYMENT
MINOR CONCRETE (CURB)(CONCRETE CURB TYPE A) and MINOR
CONCRETE (THICKENED EDGE CURB AND GUTTER) will be measured and paid for at the Contract unit price per cubic yard. The unit price paid per cubic yard for MINOR CONCRETE (CURB)(CONCRETE CURB TYPE A) and MINOR CONCRETE (THICKENED EDGE CURB AND GUTTER) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in constructing concrete curb, concrete curb and gutter, and thickened edge curb and gutter.

D. SUBMITTALS

1. Concrete Strength Submittal

2. Submit manufacturer’s and supplier’s certification and test reports that materials delivered to the site are in compliance with the Specifications.
2001-X BID ITEM NO. 24 – CLASS 2 AGGREGATE BASE
A. SCOPE
The scope of work of CLASS 2 AGGREGATE BASE shall include all labor, materials, equipment, transportation, disposal, incidentals, and for completing all work required to excavate the roadway to the subgrade elevations required to construct Class 2 aggregate base under curb and gutter, concrete gutter, driveways, and full depth asphalt pavement within the roadway structural section per details as shown on the Plans, Standard Specifications, and as specified in these Special Provisions.

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B. MATERIALS AND METHODS
All materials shall conform to the requirements set forth by Caltrans Standard Specifications, Section 26.

A minimum of 0.5 feet of base shall be used under longitudinal gutter, and concrete driveways unless existing base/sub-base materials have been tested by the Contractor and approved by the Engineer.

The subgrade to receive aggregate base, immediately prior to spreading shall not be less than 90% of maximum density; the upper 12" below the base course in paved areas shall not be less than 95% of maximum density. Backfill compaction shall be tested for compliance with these requirements. Compaction curves shall be conducted in accordance with ASTM D-1557.

In lieu of CLASS 2 AGGREGATE BASE under longitudinal gutter, and concrete driveways the Contractor may use crushed miscellaneous base.

Surface improvements shall not be placed until the base material has been tested and approved by the Engineer. Compaction by flooding or jetting is not permitted.

For locations where CLASS 2 AGGREGATE BASE is proposed for shoulder backing, the work shall be performed in accordance with Caltrans Standard Specifications, Section 19-9.03, these Special Provisions, and as noted on the Construction Plans.

C. MEASUREMENT AND PAYMENT
CLASS 2 AGGREGATE BASE will be measured and paid for at the Contract unit price per cubic yard. The unit price paid per cubic yard CLASS 2 AGGREGATE BASE shall include all costs associated with labor, materials, equipment, and transportation, removal, and disposal necessary for roadway excavation and for construction and installation of Class 2 aggregate base, including transportation, storage, preparation and compaction of subgrade, and placement and compaction of Class 2 aggregate base within new roadway per Project Plans and these Special Provisions.

D. SUBMITTALS
Submit under provisions of Section 2-5.3, Submittals, of the General Provisions, the following information:

1. Product Data: Submit source, gradation, R-Value, sand equivalent, and durability for the proposed base course material.

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2. Submit manufacturers and supplier’s certification and test reports that materials delivered to the site are in compliance with the Specifications.

3. Test Reports: Submit plant test reports.

BID ITEMS 13, 25 TO 28, 48
2001-M BID ITEM NO. 13 – PAVEMENT REPAIR (6” DIGOUT)
2001-Y BID ITEM NO. 25 – HOT MIX ASPHALT (2” OVERLAY (RHMA-G)) 2001-Z BID ITEM NO. 26 – HOT MIX ASPHALT (FULL DEPTH (HMA) 2001-AA BID ITEM NO. 27 – HOT MIX ASPHALT (LEVELING) (PG 64-10, CALTRANS

TYPE A)
2001-AB BID ITEM NO. 28 – HOT MIX ASPHALT (DRIVEWAY)
2001-AV BID ITEM NO. 48 – 6” RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT) A. SCOPE
The scope of work of PAVEMENT REPAIR (6” DIGOUT), HOT MIX ASPHALT (2” OVERLAY (RHMA-G)), HOT MIX ASPHALT (FULL DEPTH (HMA)), HOT MIX ASPHALT (LEVELING) (PG 64-10, CALTRANS TYPE A), HOT MIX ASPHALT (DRIVEWAY), and 6” RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT) shall include all labor, materials, equipment, incidentals including all costs for prime coat, tack coat, sawcutting, removal and disposal of existing asphalt, base, and subgrade, subgrade preparation and compaction, placement and compaction of Hot Mix, providing and compacting asphalt concrete base course, finish course, and temporary asphalt patches as shown on the Plans and as specified in these Special Provisions.

The use of 2” sand under the temporary asphalt patches shall be considered included within the price of Asphalt Concrete Pavement and incidental to the Project with no additional payment.

The Contractor shall install an asphalt concrete driveway in two 2-inch lifts of asphalt concrete, placing a Tensar GlasPave 50 Mat or approved equal, over the first 2-inch lift. The mat shall cover the joints of the precast box culvert and extend 1 foot beyond the culverts. The cost of the mat shall be considered included within the price of the HOT MIX ASPHALT (DRIVEWAY) and incidental to the Project with no additional payment.

B. MATERIALS AND METHODS
PAVEMENT REPAIR (6” DIGOUT), HOT MIX ASPHALT (2” OVERLAY (RHMAG)), HOT MIX ASPHALT (FULL DEPTH (HMA)), HOT MIX ASPHALT (LEVELING) (PG 64-10, CALTRANS TYPE A), and HOT MIX ASPHALT (DRIVEWAY)shall comply with Caltrans Standard Specification Section 39-2.03B(4)(b) and the requirements shown in the following table. Contractor shall use ½”

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RHMA-G for overlay thickness up to 2.5” and ¾” RHMA-G for overlay thickness over 2.5.”
Aggregate Gradation Requirements
RHMA-G Pavement Thickness
Shown
Gradation

0.10 to less than 0.20 foot ½ inch

0.20 foot or greater ¾ inch
ASPHALT CONCRETE (LEVELING) (PG 64-10, CALTRANS TYPE A) base course and finish course shall comply with Caltrans Standard Specification Section 39 and shall be as follows, unless otherwise indicated:

Asphalt Concrete Base Course A PG-64-10
Asphalt Concrete Finished Course C2 PG-64-10
Lime shall not be added to the asphalt or aggregate.

Prime coat shall be used on the Class 2 Aggregate Base per Caltrans Standard Specification Section 26.

Asphalt binder emulsion for use as a binder (tack coat) shall be CSS1h or CQS1h and shall be applied at the rate of 0.08 gallons per square yard to the entire area designated for pavement. Tack coat shall be applied to all existing pavement surfaces to be overlaid.

All work shall conform to Caltrans Standard Specification Section 39.

Such work shall include controlling nuisance water, watering, and removing loose and broken asphalt concrete pavement and foreign material as specified or as required by the Engineer.

Pavement subgrade shall be compacted to 95% relative compaction prior to placement of the pavement section.

Prior to paving operations, the subgrade shall be check rolled to locate any unstable or pumping areas. The areas identified as unstable or pumping by the Engineer shall be stabilized per the direction of the Engineer.

As shown on the Plans, where new PAVEMENT REPAIR (6” DIGOUT), HOT MIX ASPHALT (2” OVERLAY (RHMA-G)), HOT MIX ASPHALT (FULL DEPTH (HMA)), HOT MIX ASPHALT (LEVELING) (PG 64-10, CALTRANS TYPE A), and HOT MIX ASPHALT (DRIVEWAY), are placed against existing pavement, the existing pavement shall be sawcut along neat vertical lines. The exposed edges of the existing pavement surfaces shall be

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painted with an asphalt tack coat in accordance with Caltrans Standard Specification Section 39.

Rumble Strips shall conform to the provisions in Section 84-8 “Rumble Strips”, of the Caltrans Standard Specifications and shall be constructed in conformance with the Plans, details and these Special Provisions.

For HOT MIX ASPHALT (FULL DEPTH (HMA)) limits of work subgrade soils shall be overexcavated/ripped/scarified to 12 inches, moistureconditioned, and compacted to a minimum of 95% relative compaction.

For all other work, if unstable or unsuitable material is encountered, it shall be overexcavated as directed by the Engineer.

C. MEASUREMENT AND PAYMENT
The final payment quantities shall be based on the actual amount of materials installed or measured on the job. Certified weighmaster load tickets shall be required for PAVEMENT REPAIR (6” DIGOUT), HOT MIX ASPHALT (2” OVERLAY (RHMA-G)), HOT MIX ASPHALT (FULL DEPTH (HMA)), HOT MIX ASPHALT (LEVELING) (PG 64-10, CALTRANS TYPE A), HOT MIX ASPHALT (DRIVEWAY), and 6” RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT) material delivered to the site. No payment shall be made for any materials not accompanied by such a load ticket.

Measurement and payment for PAVEMENT REPAIR (6” DIGOUT) shall be based on the unit bid price of square foot. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, sawcutting, excavation, removal, subgrade preparation, hot mix asphalt placement and compaction, disposal, and incidentals and for doing all the work involved to accomplish PAVEMENT REPAIR (6” DIGOUT) to the required depths as needed for final improvements as shown on the Plans, as specified in the Caltrans Standard Plans, and these Special Provisions, and as directed by the City Representative.

Asphalt Concrete replacement will be paid by Bid Item No. 26, “Hot Mix Asphalt (Full Depth (HMA)) (2001-Z).

The Contract price paid per ton for HOT MIX ASPHALT (2” OVERLAY (RHMA-G), HOT MIX ASPHALT (FULL DEPTH (HMA), HOT MIX ASPHALT (LEVELING) (PG 64-10, CALTRANS TYPE A), HOT MIX ASPHALT (DRIVEWAY) shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in asphalt placement, compaction, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer. Full compensation for tack coat or prime coat, subgrade overexcavation and preparation shall be considered as included in the Contract price paid for HOT MIX ASPHALT

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(2” OVERLAY (RHMA-G)), HOT MIX ASPHALT (FULL DEPTH (HMA)), HOT MIX ASPHALT (LEVELING) (PG 64-10, CALTRANS TYPE A), HOT MIX ASPHALT (DRIVEWAY) and no additional compensation shall be allowed therefor.

The use of 2” sand under the temporary asphalt patches shall be considered included within the price of Asphalt Concrete Pavement and incidental to the Project with no additional payment.

Measurement and payment for 6” RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT) shall be based on the Contract unit price per linear foot per the dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer.

D. SUBMITTALS
Submit under provisions of Section 2-5.3, Submittals, of the General Provisions, the following information:

1. Mix Design: Submit proposed mix design for each asphaltic concrete mixture proposed. Include test data in support of each proposed mix design.

2. Submit manufacturer’s and supplier’s certification and test reports that materials delivered to the site are in compliance with the Specifications.
2001-Ya BID ITEM NO. 25a – TAPERED EDGE MILLING
A. SCOPE
This section pertains to cold milling (milling) pavement for preparation to overlay. The work covered in this section includes Transverse Tapered Edge Milling and Longitudinal Tapered Edge Milling. This work is being performed in preparation of an overlay of an existing street which may or may not include fabric.

Tapered Edge Milling depth shall be measured from the top of the existing concrete gutter lip elevation to the top of the milled surface.

All existing excess material on the concrete gutter lip including but not limited to slurry seal or asphalt pavement shall be removed in its entirety prior to the paving operation and shall be considered as included in the unit cost for Tapered Edge Milling. The Contractor shall protect existing concrete improvements while removing existing excess material. Any concrete damaged as a result of the Contractor's operations shall be replaced at the Contractor's expense.

After milling and preparation is complete, and prior to opening the street to traffic, the Contractor shall place temporary striping and legends with

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paint. Tabs will not be accepted for ground surfaces. Contractor shall maintain temporary striping and legends as directed by the Engineer.

Failure by the Contractor to complete paving of ground streets in the same week may result in suspension of the edge milling operations by the City. The work will be suspended until the Contractor can demonstrate to the City's satisfaction that the work can be properly scheduled. City reserves the right to limit the amount of tapered edge milling work to be performed should the Contractor fail to complete paving of streets in the same week. Suspension of the edge milling and paving operations by the City will not result in a time extension to the Contract in accordance with General Conditions Section 6.3(d).

EDGE GRINDING
Work includes traffic control, cold milling a tapered swath 6' wide varying from a depth of 0" at 6' from gutter lip and up to 3" at the gutter lip, disposal, sweeping, and cleaning. Work also includes end conforms, where the pavement conforms to existing pavement running longitudinally (with traffic) and consists of a taper conforming to the dimensions shown per plan.

At locations where existing pavement fabric is encountered the Contractor shall deepen the depth of milling up to 1/2" to remove the fabric at no additional cost. Milling in excess of 1/2" shall be considered extra work. All pavement fabric exposed by the milling operation and not removed, shall be burned off, or scraped off at the direction of the Engineer.

Cold millings shall be swept, loaded, and removed from the site during the cold milling operation. Cold millings shall be swept, loaded, and removed from the site concurrently with the cold milling operation.

Milling and sweeping machines shall have a dust control system. The removal and sweeping shall follow not more than 75 feet behind the cold milling machine. The milled surface shall be clean of all loose pavement material including but not limited to pavement millings, dust and vegetative matter. Sweeping shall consist of rotary broom first, followed by vacuum sweeping. If excessive dust is not controllable by sweeper, contractor shall replace sweeper equipment prior to end of day's work.

Sweepers (rotary broom and vacuum) shall be restricted from performing "U-Turns" mid-block and shall be required to change direction off of the milled surface at intersections. Any damage to the street in a milled state due to the Contractor's operation shall be repaired by the Contractor at the Contractor's expense and subject to the Engineer's approval.

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Proof roll subgrade to locate soft areas in the street. No proof rolling shall be performed without the presence of the Engineer to observe the proof rolling operation. Where authorized by the Engineer in advance, remove soft areas and replace with A.C. pavement. A.C. pavement shall be placed a minimum of 6 hours prior to overlay so that it is cooled and non-yielding prior to placing overlay. No additional proof rolling shall be performed without the advance authorization of the Engineer.

Contractor shall place "Bump" and "Rough Road" signs on streets and street leading into streets that have been left in a milled state until the overlay has been completed.

New pavement shall be replaced the same week in which edge milling is performed. Streets shall be scheduled such that streets are not left in a milled condition over the weekend. Material loosened as a result of traffic being placed on the ground surface shall be corrected as directed by the Engineer at no additional cost. If the streets can't be repaved due to scheduling of the RHMA plant or lack of proper scheduling by the Contractor, the Engineer may require a temporary conventional A.C. cap 3/4 inch thickness (D2-PG64-10), if the milled condition is to be left over a weekend. Such temporary conventional A.C. cap shall be constructed at no additional cost to the City. The Engineer may deduct the cost of this % inch thickness A.C. cap from payments due to the Contractor if this cap is not performed by the Contractor. The cost of the A.C. cap that will be used for this deduction will be double the per ton cost of RHMA.

Prior to A.C. placement, the milled pavement surface shall be free from dust, dirt, moisture, and solvents.

Upon completion of the edge milling, the Contractor shall place new asphalt concrete surfacing as soon as practical, and within the time frame required by the Contract Documents.

Traffic loops damaged or removed as a result of the Work shall be replaced in accordance with the Standard Specifications and City of Camarillo requirements and shall be subject to the Engineer's approval.

Damaged traffic loops shall be replaced by the Contractor within 48 hours of damaging them at the Contractor's expense. Contractor shall provide an accurate estimate of the amount of asphalt concrete millings recycled by the milling operation in accordance with General Conditions Section 18.

B. MEASURE AND PAYMENT
Measurement and payment for TAPERED EDGE MILLING shall be based on the unit bid price of square foot. Payment shall include full compensation for furnishing all labor, materials, tools, equipment,

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transportation, disposal, and incidentals and for doing all the work involved to accomplish TAPERED EDGE MILLING to the required depths as needed for final improvements as shown on the Plans, as specified in the Caltrans Standard Plans, and these Special Provisions, and as directed by the City Representative.

BID ITEMS 29 TO 34
2001-AC BID ITEM NO. 29 – STRUCTURAL CONCRETE, BOX CULVERT (PRECAST 5’ x 3’

BOX CULVERT)
2001-AD BID ITEM NO. 30 – STRUCTURAL CONCRETE, HEADWALL (CULVERT END

TREATMENT) (CONCRETE HEADWALL, PARAPET, CUT-OFF WALL)
2001-AE BID ITEM NO. 31 - PIPE OUTFALL CONNECTION
2001-AF BID ITEM NO. 32 – CONCRETE (CHANNEL LINING)
2001-AG BID ITEM NO. 33 – BAR REINFORCING STEEL (CHANNEL) WELDED WIRE

MESH (CHANNEL)
2001-AH BID ITEM NO. 34 – MINOR CONCRETE (MINOR STRUCTURE) (RECTANGULAR

CHANNEL STRUCTURAL CONCRETE AND REBAR)
A. SCOPE
The scope of work for STRUCTURAL CONCRETE, BOX CULVERT (PRECAST 5’ x 3’ BOX CULVERT), STRUCTURAL CONCRETE, HEADWALL (CULVERT END

TREATMENT) (CONCRETE HEADWALL, PARAPET, CUT-OFF WALL), PIPE

OUTFALL CONNECTION, CONCRETE (CHANNEL LINING), BAR

REINFORCING STEEL (CHANNEL) WELDED WIRE MESH (CHANNEL), MINOR

CONCRETE (MINOR STRUCTURE) (RECTANGULAR CHANNEL STRUCTURAL CONCRETE AND REBAR) shall include all labor, materials, equipment, incidentals, and completion of all work for constructing the masonry retaining wall as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
Groundwater is not anticipated to be encountered on the basis of subsurface exploration and the need for dewatering is not anticipated.

However, groundwater seepage may be encountered in excavations following rainfall or agricultural watering. Therefore, the Contractor will be required to divert channel flows around active work areas and to control surface water flows into the ditch to keep the work area from becoming saturated. Temporary Channel diversion and Dewatering shall be incorporated into the project Storm Water Pollution Prevention Plan (SWPPP). Temporary Channel Diversion and Dewatering shall be included in their respective items of work.

Pre-cast box culvert shall be constructed per Caltrans Standard Specification Section 51 and shall be constructed in conformance with

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the Plans, details and these Special Provisions. No local depressions are proposed, see Plans for specific elevations to match. Temporary Shoring, Bracing, or Equivalent Method shall be per Caltrans Standard Specification Section 48. Non- shrink grout shall be constructed per Caltrans Standard Specification Section 40-1.02F and Bid Item 2001-D.

The Contractor may submit substitute product information and structural certifications/calculations to the City Engineer for consideration.

However, if it is determined by the City Engineer to not be an effective substitution, the Contractor shall revise his/her operations to meet the Project requirements at no cost to the Agency. All work within the channel must comply with the Approved 401, 404, and 1602 approved permits. Reinforcement shall be constructed per Caltrans Standard Specification Section 52 and shall be constructed in conformance with the Plans, details and these Special Provisions.

C. MEASUREMENT AND PAYMENT
STRUCTURAL CONCRETE, BOX CULVERT (PRECAST 5’ x 3’ BOX CULVERT) will be measured and paid for at the Contract unit price per linear foot and will be paid for as a final pay item. The unit price paid per STRUCTURAL CONCRETE, BOX CULVERT (PRECAST 5’ x 3’ BOX CULVERT) shall include full compensation for furnishing all labor, tools, materials, including nonshrink grout, bituminous filler, joints, reinforcement and equipment and incidentals and for doing all work involved in constructing and installing box culverts, concrete connections, as specified on the Plans, in the Standard Specifications and these Special Provisions, complete and in place.

STRUCTURAL CONCRETE, HEADWALL (CULVERT END TREATMENT)
(CONCRETE HEADWALL, PARAPET, CUT-OFF WALL) will be measured and paid for at the Contract unit price per cubic yard and will be paid for as a final pay item. The unit price paid per STRUCTURAL CONCRETE,

HEADWALL (CULVERT END TREATMENT) (CONCRETE HEADWALL, PARAPET, CUT-OFF WALL), shall include full compensation for furnishing all labor, materials, including reinforcement, non-shrink grout, bituminous filler, concrete, tools, equipment and incidentals and for doing all work involved in constructing concrete headwalls, end treatments, parapet, cut-off-walls, and joints, as specified on the Plans, in the Standard Specifications and these Special Provisions, complete and in place.

PIPE OUTFALL CONNECTION will be measured and paid for at the Contract unit price per each. The unit price paid per each PIPE OUTFALL CONNECTION shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in constructing pipe outfall connections, reinforcement, geotextile, non-shrink grout, headwalls, driveways, as specified on the

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Plans, in the Standard Specifications and these Special Provisions, complete and in place. This bid item includes the labor, materials, tools, equipment and incidentals for all work involved in connecting the pipes to the box culvert or concrete channel, cost of the pipe and pipe materials where pipe connections to the channel or box culvert will be extended, and where pipes will be cut back.

CONCRETE (CHANNEL LINING) will be measured and paid for at the Contract unit price per cubic yard and will be paid for as a final pay item. The unit price paid per CONCRETE (CHANNEL LINING) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in constructing concrete channels, channel transitions, cut-off-walls, headwalls, joints, weep holes, reinforcement, non-shrink grout, as specified on the Plans, in the Standard Specifications and these Special Provisions, complete and in place.

BAR REINFORCING STEEL (CHANNEL) WELDED WIRE MESH (CHANNEL) will be measured and paid for at the Contract unit price per square foot and will be paid for as a final pay item. The unit price paid per BAR REINFORCING STEEL (CHANNEL) WELDED WIRE MESH (CHANNEL) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in constructing concrete channels, box culverts, headwalls, non-shrink grout, driveways, as specified on the Plans, in the Standard Specifications and these Special Provisions, complete and in place. If welded wire mesh is not used, No. 4 rebar shall be used for channel reinforcement.

MINOR CONCRETE (MINOR STRUCTURE) (RECTANGULAR CHANNEL
STRUCTURAL CONCRETE AND REBAR) will be measured and paid for at the Contract unit price per cubic yard and will be paid for as a final pay item. The unit price paid per MINOR CONCRETE (MINOR STRUCTURE) (RECTANGULAR CHANNEL STRUCTURAL CONCRETE AND REBAR) shall include full compensation for furnishing all labor, tools, materials, including non-shrink grout, bituminous filler, joints, and equipment and incidentals and for doing all work involved in constructing concrete channels, cut-off-walls, headwalls, reinforcement, and as specified on the Plans, in the Standard Specifications and these Special Provisions, complete and in place.

D. SUBMITTALS

1. Manufacturer Precast Reinforced Concrete Box Culvert Designs in accordance with AASHTO LRFD Bridge Design
Specifications (AASHTO LRFD), 6th Edition with California Amendments and with ASTM C1577. Design loading shall be

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specified in AASHTO LRFD and per plans. Contractor shall submit structural calculations and shop drawings to the Engineer for review and approval. Structural calculations and shop drawings shall be prepared by and bear the seal of a qualified, licensed professional engineer registered in California.

2. Sheeting, Shoring, and Bracing or Equivalent Method

3. Concrete Strength Submittal

4. Non-shrink grout Submittal

5. Welded Wire Mesh and Rebar

6. Submit manufacturer’s and supplier’s certification and test reports that materials delivered to the site are in compliance with the Specifications.
2001-AI BID ITEM NO. 35 – STRUCTURE EXCAVATION (CHANNEL LINING) (CHANNEL)
A. SCOPE
The scope of work for STRUCTURE EXCAVATION (CHANNEL LINING) (CHANNEL) shall include all materials, labor, equipment, incidentals, and for completion of all work involved in excavation, grading, subgrade preparation and compaction for channel, culverts, drainage inlets, modular wetlands, cuts, slopes, ditches or swales, driveways, and all other earth moving work required in construction of the Project, including disposal of surplus material, excavation safety and to protect adjacent structures, coordination with utility companies for utility work (by others) and protection of utilities from damage as shown on the Plans and as specified in these Special Provisions. STRUCTURE EXCAVATION (CHANNEL LINING) (CHANNEL) specified as incidental to Work items in other sections of these Specifications will not be included in this section.

B. MATERIALS AND METHODS
The Contractor shall accept or confirm existing topographic information, shall review the site and make his own interpretations and conclusions with respect thereto, and shall perform an independent earthwork estimate on which to base the bid.

Site STRUCTURE EXCAVATION (CHANNEL LINING) (CHANNEL) shall be performed in accordance with Caltrans Standard Specification Section 19, the Standard Specifications and these Special Provisions and as noted on the Construction Plans.

Tree roots encountered in the excavation, grading, and compaction shall be cut and removed. Tree roots over 2” in diameter encountered shall be brought to the attention of the Engineer prior to cutting and

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removal. Existing improvements to remain shall be protected in place.

Any damage to facilities that are to remain in place shall be replaced at the Contractors expense.

STRUCTURE EXCAVATION (CHANNEL LINING) (CHANNEL) of suitable material shall consist of local borrow per Caltrans Standard Specification Section 19 for approved sub-grade or finish grade materials for channel, culvert, drainage inlet, modular wetland, slopes and earthen conforms as required to reach sub-grade and finish grade elevations per the Project Plans. Suitable material shall be placed and compacted as specified in Caltrans Standard Specification Section 19.

Move suitable excavated material to areas requiring fill and place in accordance with these Specifications. Determination of suitable material will be made by the Engineer. Slope, cut or fill sections uniformly from curb line to other controlling feature, as designated by the Engineer. Smooth bank to provide a neat, finished appearance. Strip, salvage and stockpile topsoil in sufficient quantity to allow a uniform 6- inch lift over all disturbed areas not otherwise surfaced. Topsoil is included in STRUCTURE EXCAVATION (CHANNEL LINING) (CHANNEL) Waste materials generated by the STRUCTURE EXCAVATION (CHANNEL LINING) (CHANNEL) operation shall be considered the property of the Contractor and shall be disposed of by the Contractor at its expense.

Subgrade construction shall be per Caltrans Standard Specification Section 19 and these Special Provisions. Compaction of areas graded to subgrade levels and conditions shall be a minimum of 90% relative compaction unless noted otherwise. Under roadway and concrete improvements compaction shall be 95% relative compaction.

Compaction testing shall be done in accordance with ASTM D-1557.

C. MEASUREMENT AND PAYMENT
The quantity for payment of STRUCTURE EXCAVATION (CHANNEL LINING) (CHANNEL) will be at the Contract unit price per cubic yard and will be paid for as a final pay item. Payment for STRUCTURE EXCAVATION (CHANNEL LINING) (CHANNEL) shall include full compensation for all labor, materials, tools, equipment and incidentals to perform this item of Work, including all excavation, fill areas, export, site grading to subgrade and finish grade elevations including subgrade preparation and compaction, disposal of waste material, and transportation, excavation safety and to protect adjacent structures, coordination with utility companies for utility work (by others) and protection of utilities from damage as shown on the Plans, described in these Special Provisions.

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D. SUBMITTALS
A. None
2001-AJ BID ITEM NO. 36 – STRUCTURE BACKFILL (CHANNEL)
A. SCOPE
The scope of work for STRUCTURE BACKFILL (CHANNEL) shall include all materials, labor, equipment, incidentals, and for completion of all work involved in placing fill, grading, subgrade preparation and compaction for channel, cuts, slopes, ditches or swales, driveways, and all other earth moving work required in construction of the Project, including disposal of surplus material, excavation safety and to protect adjacent structures, coordination with utility companies for utility work (by others) and protection of utilities from damage as shown on the Plans and as specified in these Special Provisions. STRUCTURE BACKFILL (CHANNEL) specified as incidental to Work items in other sections of these Specifications will not be included in this section.

B. MATERIALS AND METHODS
Site STRUCTURE BACKFILL (CHANNEL) shall be performed in accordance with Caltrans Standard Specification Section 19 and these Special Provisions and as noted on the Construction Plans.

STRUCTURE BACKFILL (CHANNEL) of suitable material shall consist of local borrow per Caltrans Standard Specification Section 19 for approved sub-grade or finish grade materials for channel, slopes and earthen conforms as required to reach sub-grade and finish grade elevations per the Project Plans. Suitable material shall be placed and compacted as specified in.

Waste materials generated by the STRUCTURE BACKFILL (CHANNEL) operation shall be considered the property of the Contractor and shall be disposed of by the Contractor at its expense.

Subgrade construction shall be per Caltrans Standard Specification Section 19 and these Special Provisions. Compaction of areas graded to subgrade levels and conditions shall be a minimum of 90% relative compaction unless noted otherwise. Under roadway and concrete improvements compaction shall be 95% relative compaction.

Compaction testing shall be done in accordance with ASTM D-1557.

C. MEASUREMENT AND PAYMENT
The quantity for payment of STRUCTURE BACKFILL (CHANNEL) will be at the Contract unit price per cubic yard and will be paid for as a final pay item. Payment for STRUCTURE BACKFILL (CHANNEL) shall include full

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compensation for all labor, materials, tools, equipment and incidentals to perform this item of Work, including all fill areas, export, site grading to subgrade and finish grade elevations including subgrade preparation and compaction, disposal of waste material, and transportation, excavation safety and to protect adjacent structures, coordination with utility companies for utility work (by others) and protection of utilities from damage as shown on the Plans, described in these Special Provisions.

D. SUBMITTALS

1. Material Submittal
2001-AK BID ITEM NO. 37 – FLOAT ROCK
A. SCOPE
The scope of work for FLOAT ROCK shall include all materials, labor, equipment, incidentals, and for completion of all work involved in earth moving work required in construction of the Project, including disposal of surplus material, excavation safety and to protect adjacent structures, coordination with utility companies for utility work (by others) and protection of utilities from damage as shown on the Plans and as specified in these Special Provisions. FLOAT ROCK specified as incidental to Work items in other sections of these Specifications will not be included in this section.

B. MATERIALS AND METHODS
Site FLOAT ROCK shall be performed in accordance with Caltrans Standard Specification Section 19 and these Special Provisions and as noted on the Construction Plans and as directed per the Geotechnical Report ST-5006 prepared by Oakridge Geoscience, Inc., dated May 2020.

The Contractor is responsible of the transport and disposal of all FLOAT ROCK not used as Unclassified Fill.

C. MEASUREMENT AND PAYMENT
The quantity for payment of FLOAT ROCK will be at the Contract unit price per cubic yard of import. Payment for FLOAT ROCK shall include full compensation for all labor, materials, including geogrid, gravel, cobbles and cement treated soil, tools, equipment and incidentals to perform this item of Work, including all disposal of, and transportation of waste material and items associated with preparing a test strip.

D. SUBMITTALS

1. Material Submittal

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2. Test Strip 100 feet long per the Geotechnical Report ST-5006 prepared by Oakridge Geoscience, Inc., dated May 2020.
2001-AL NOT USED
2001-AM BID ITEM NO. 39 – IMPORTED BORROW
A. SCOPE
The scope of work for IMPORTED BORROW shall include all materials, labor, equipment, incidentals, and for completion of all work involved in placing fill, grading, subgrade preparation and compaction for channel, cuts, slopes, ditches or swales, street, driveways, and all other earth moving work required in construction of the Project, including disposal of surplus material, excavation safety and to protect adjacent structures, coordination with utility companies for utility work (by others) and protection of utilities from damage as shown on the Plans and as specified in these Special Provisions.

B. MATERIALS AND METHODS
Site IMPORTED BORROW shall be performed in accordance with Caltrans Standard Specification Section 19 and these Special Provisions and as noted on the Construction Plans and as directed per the Geotechnical Report ST-5006 prepared by Oakridge Geoscience, Inc., dated May 2020. IMPORTED BORROW shall be properly placed and compacted engineered fill per the Geotechnical Report Recommendation two feet below the base of footings.

IMPORTED BORROW of suitable material shall consist of local borrow per Caltrans Standard Specification Section 19 for approved sub-grade or finish grade materials for channel, slopes and earthen conforms as required to reach sub-grade and finish grade elevations per the Project Plans. Suitable material shall be placed and compacted as specified in.

Waste materials generated by the IMPORTED BORROW operation shall be considered the property of the Contractor and shall be disposed of by the Contractor as its expense.

Subgrade construction shall be per Caltrans Standard Specification Section 19 and these Special Provisions. Compaction of areas graded to subgrade levels and conditions shall be a minimum of 90% relative compaction unless noted otherwise. Under roadway and concrete improvements compaction shall be 95% relative compaction.

Compaction testing shall be done in accordance with ASTM D-1557.

Fill material if used from the site shall be native material and as follows:

Fill material if used from the site shall be native material and as follows:

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Fill materials shall be free of deleterious, organic, and hazardous materials, unsuitable debris, and shall not contain oversized materials greater than 4- inches in maximum dimension.

The Contractor shall also protect plant life that is to remain. Benchmarks, existing structures, fences, paving, and curbs not shown to be removed shall be protected from excavation equipment and vehicular traffic.

Any damage to said objects scheduled to remain shall be replaced by the Contractor at no additional cost to the City.

The Contractor shall place acceptable fill material according to Caltrans Standard Specifications, Section 19 in layers to required subgrade elevations for each area classification listed below:

1. In excavations, use satisfactory excavated or borrowed material.

2. Under planter areas, use satisfactory excavated or borrowed materials.

3. Under pavements, use subbase material, or satisfactory excavated or borrowed material, or combination of both.

4. Under piping and conduit, use subbase material where subbase is indicated under piping or conduit and shape to fit bottom 90 degrees of cylinder.

The Contractor shall uniformly grade all areas to a smooth surface, free from irregular surface changes. The Contractor shall comply with compaction requirements and grade to the cross-sections, lines, and elevations indicated on the Plans.

If during the progress of Work tests indicate that compacted materials do not meet specified requirements, the Contractor will remove defective work, replace and retest at no additional cost to the City.

Newly graded areas are to be protected from traffic and erosion. Where completed compacted areas are disturbed by subsequent
construction operations or adverse weather, the Contractor shall scarify the surface, re-shape, and compact to required density prior to further construction at no additional cost to the City.

C. MEASUREMENT AND PAYMENT
The quantity for payment of IMPORTED BORROW will be at the Contract unit price per cubic yard of fill and shall be measured in its original position and the volume determined by the average end area method encountered in the field and in accordance with the Plans and Specifications. Payment for STRUCTURE BACKFILL (CHANNEL) shall include full compensation for all labor, materials, tools, equipment and incidentals to perform this item of work, including all fill areas, export, site

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grading to subgrade and finish grade elevations including subgrade preparation and compaction, disposal of waste material, and transportation, excavation safety and to protect adjacent structures, coordination with utility companies for utility work (by others) and protection of utilities from damage as shown on the Plans, described in these Special Provisions.

D. SUBMITTALS

1. Material Submittal
2001-AN BID ITEM NO. 40 – MIDWEST GUARDRAIL SYSTEM
A. SCOPE
The scope of work for MIDWEST GUARDRAIL SYSTEM shall include all labor, materials, equipment, incidentals, and for completing all work involved for constructing the Midwest guardrails including placing and compacting fills to rough grade elevations, vegetation control, placement of wood posts, steel components and hardware as shown on the Plans, as specified in these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
Contractor shall construct per Caltrans Standard Specification Section 83-2.02, “Midwest Guardrail Systems.”
C. MEASUREMENT AND PAYMENT
The Contract price paid per linear foot for MIDWEST GUARDRAIL SYSTEM shall include full compensation for furnishing all labor, materials, tools, equipment, vegetation control, and incidentals and for doing all the work involved in purchasing, storing and installing MIDWEST GUARDRAIL SYSTEM, as shown on the Plans, as specified in the Caltrans Standard Specifications and these Special Provisions, and as directed by the Engineer.

D. SUBMITTALS
Submit under provisions of Section 83-2.02A(3), Submittals, of the Caltrans Standard Specifications, the following information:

1. Submit 2 certified copies of the mill test reports as an informational submittal for each heat of steel from which the rail elements and steel posts are formed or fabricated.

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2001-AO BID ITEM NO. 41 – TERMINAL SYSTEM
A. SCOPE
The scope of work for TERMINAL SYSTEM shall include all labor, materials, equipment, incidentals, and for completing all work involved for constructing the Midwest guardrails, and end treatments including placing and compacting fills to rough grade elevations, placement of wood posts, steel components and hardware as shown on the Plans, as specified in these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
Contractor shall construct per the State of California Standard Specification 83-2.04, “Terminal Systems”, and 83-2.04 “Terminal Systems”.

Contractor shall ensure TERMINAL SYSTEM is FHWA MASH approved.

C. MEASUREMENT AND PAYMENT
Measurement of TERMINAL SYSTEM shall be per each acceptably constructed Midwest guardrail system end treatment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in purchasing, storing and installing TERMINAL SYSTEM as shown on the Plans, as specified in the Caltrans Standard Specifications and these Special Provisions, and as directed by the Engineer.

D. SUBMITTALS
Submit under provisions of Section 83-2.02A(3), Submittals, of the Caltrans Standard Specifications, the following information:

1. Submit 2 certified copies of the mill test reports for each manufactured length of cable used.

2. Submit 1 sample of the cable for testing. The cable must be 39 inches in length and must be properly fitted with a swaged fitting and right-hand thread stud at both ends as specified in the Caltrans Standard Specification Section 83-2.02B(2), including a clevis if shown.

BID ITEMS 42 TO 43
2001-AP BID ITEM NO. 42 – MODULAR WETLAND – 4’ x 8’
2001-AQ BID ITEM NO. 43 – MODULAR WETLAND – 4’ x 21’
A. SCOPE
The scope of work for (MODULAR WETLAND) – 4’ x 8’ and (MODULAR WETLAND) – 4’ x 21’, shall include all labor, materials, equipment,

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incidentals, and completion of all work for constructing the concrete structure of the modular wetland, media soil, pretreatment chambers, biofiltration chamber components, planting media soil, specified native wetland planting, flap gates, pipes, and drainage inlet connections as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
The purpose of this specification is to establish criteria for the Modular Subsurface Flow Wetland Systems (MWS-L-4-8-V and MWS-L-21-3’-0”-V or approved equal) used for biofiltration of stormwater runoff including dry weather flows and other contaminated water sources used for the modular wetland systems. The modular wetland systems include a preengineered biofiltration system composed of a pretreatment chamber containing filtration cartridges, a horizontal flow biofiltration chamber with a peripheral void area and a centralized and vertically extending underdrain, the biofiltration chamber containing a sorptive media mix which does not contain any organic material, and a discharge chamber containing an orifice control structure. Treated water flows horizontally in series through the pretreatment chamber cartridges, biofiltration chamber and orifice control structure.

Modular wetlands (MWS-L-4-8-V and MWS-L-21-3’-0”-V or approved equal) are composed of a pretreatment chamber, a biofiltration chamber and a discharge chamber. The pretreatment device houses cartridge media filters, which consist of filter media housed in a perforated enclosure. The untreated runoff flows into the system via subsurface piping and or surface inlet. Water entering the system is forced through the filter cartridge enclosures by gravity flow. Then the flow contacts the filter media. The flow through the media is horizontal toward the center of each individual media filter. In the center of the media shall be a round slotted PVC pipe of no greater than 1.5” in diameter. The slotted PVC pipe shall extend downward into the water transfer cavity of the cartridge. The slotted PVC pipe shall be threaded on the bottom to connect to the water transfer cavity. After pollutants have been removed by the filter media the water discharges the pretreatment chamber and flows into the water transfer system and is conveyed to the biofiltration chamber. Once runoff has been filtered by the biofiltration chamber it is collected by the vertical underdrain and conveyed to a discharge chamber equipped with a flow control orifice plate. Finally, the treated flow exits the system.

Regarding pollutants, the modular wetland will remove and retain debris, sediments, TSS, dissolved and particulate metals and nutrients including nitrogen and phosphorus species, bacteria, BOD, oxygen

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demanding substances, organic compounds and hydrocarbons entering the filter during frequent storm events and continuous dry weather flows.

The modular wetland systems shall also be constructed in accordance with the project PCSMP included in the Bid Specifications. The Contractor shall provide receipts to the City for all plant and media materials installed. The Engineer shall certify that the modular wetland systems have been properly installed by completing the City’s certification form, as well as providing an activation certification from the manufacturer.

All modular wetland inlets shall be labeled with City of Camarillo “DON’T DUMP! DRAINS TO CREEK” curb marker placards. Placards must be epoxy set and shall be anchored to the top of curb using stainless steel bolts. Inlet Connector Pipe Screens (CPS) shall be removable “U” or “S” shaped CPS units. Units installed shall be certified full capture trash by the State Water Resources Control Board. The selected CPS unit shall meet or exceed the sizing requirements specified in the PCSMP.

Treatment Flow Rate and Bypass
Modular wetlands shall be designed and submitted by the Contractor for review and approval. Final treatment flow rates and sizing shall be Tape Guld certified and shall be determined by the Contractor’s design and verified through the approved submittal. Design shall not be based on estimates or assumed values.

The modular wetland operates in-line. The MSFWs will treat 100% of the required water quality treatment flow. The size of the system must match those provided in the drawing to ensure proper performance and hydraulic residence time. System must be capable of treating flows, at minimum, to the specified treatment flow rate on the drawings. The flow rate shall be controlled by an orifice.

The installation of the MSFWs shall conform to all applicable national, state, state highway, municipal and local specifications. The modular wetland system shall include an overflow scupper for by-pass flows.

The manufacturer shall comply with the following standards.

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Flow control
discharge structure
(pre-assembled)
ASTM C 29
Standard Test Method for Unit Weight and
Voids in Aggregate
ASTM C 88 C 88 Standard Test Method for Soundness of
Aggregates by Use of Sodium Sulfate or
Magnesium Sulfate
ASTM C131 C131 Standard Test Method for Resistance to
Degradation of Small- Size Coarse
Aggregates by Abrasion and Impact in the
Los Angeles Machine
ASTM C 136 C136 Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
ASTM C 330 C330 Standard Specification for Lightweight
Aggregate for Structural Concrete
ASTM D 698 Test Method for Laboratory Compaction
Characteristics of Soil Using Standard Effort
(12,400 ft.-lbf/ft3 (600 kN-m/m3)
ASTM D 1621 10 Standard Test Method for Compressive
Properties Of Rigid Cellular Plastics
ASTM D 1777 ASTM D1777 - 96(2007) Standard Test Method
for Thickness of Textile Materials
ASTM D 4716 Standard Test Method for Determining the
(In-plane) Flow Rate per Unit Width and
Hydraulic Transmissivity of a Geosynthetic
Using a Constant Head
ASTM A 615 Standard Specifications for Deformed and
Plan Carbon-Steel Bars for Concrete
Reinforcement
ASTM A 706 Standard Specifications for Deformed and
Plan Low-Alloy Steel Bars for Concrete
Reinforcement
AASHTO T 99-01 Standard Method of Test for Moisture- Density Relations of Soils Using a 2.5- kg (5.5-lb)
Rammer and a 305-mm (12-in) Drop

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AASHTO T 104 Standard Method of Test for Soundness of
Aggregate by Use of Sodium Sulfate or
Magnesium Sulfate
AASHTO T 260 Standard Method of Test for Sampling and
Testing for Chloride Ion in Concrete and
Concrete Raw Materials.

AASHTO T 288 Standard Method of Test for Determining
Minimum Laboratory Soil Resistivity
AASHTO T 289 Standard Method of Test for Determining pH of Soil for Use in Corrosion Testing
The modular wetland systems and all its components shall be selfcontained within a concrete structure constructed of concrete with a minimum 28-day compressive strength of 5,000 psi, with reinforcing per ASTM A 615 or ASTM A 706, Grade 60, and supports and H20 loading as indicated by AASHTO. Each Chamber shall have appropriate access hatches for easy maintenance and sized to allow removal of all internal components without disassembly.

All water transfer system components shall conform with the following:

1. Filter netting shall be 100% Polyester with a number 16 sieve size, and strength tested per ASTM D 3787.

2. Drainage cells shall be manufactured of lightweight injectionmolded plastic and have a minimum compressive strength test of 6,000 psi and a void area along the surface making contact with the filter media of 75% or greater. The cells shall be at least 2” in thickness and allow water to freely flow in all four directions.

The pretreatment chamber components shall adhere to the following:

1. Filter Cartridges shall operate at a loading rate not to exceed 3 gallons per minute per square foot surface area.

2. Drain Down System shall include a pervious floor that allows water to drain into the underdrain pipe that is connected to the discharge chamber.

Biofiltration Chamber Components
Media shall consist of ceramic material produced by expanding and vitrifying select material in a rotary kiln. Media must be produced to meet the requirements of ASTM C330, ASTM C331, and AASHTO M195.

Aggregates must have a minimum 24-hour water absorption of 10.5% mass. Media shall not contain any organic material. Flow through media shall be horizontal from the outer perimeter of the chamber toward the

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centralized and vertically extending underdrain. The retention time in the media shall be at least 3 minutes. Downward flow filters are not acceptable alternatives. The thickness of the media shall be at least 19” from influent end to effluent end. The loading rate on the media shall not exceed 1.1 gallons per minute per square foot surface area. Media must be contained within structure that spaces the surface of the media at least 2” from all vertically extending walls of the concrete structure.

Planting shall be native; drought tolerant species with a maximum height of 2 feet. See plan set for planting quantity and schedule. See Plant Support Media shall be made of a 3” thick moisture retention cell that is inert and contains no chemicals or fertilizers, is not made of organic material and has an internal void percentage of 80%.

Discharge Chamber
The discharge device shall house a flow control orifice plate that restricts flows greater than designed treatment flow rate. All piping components shall be made of a high-density polyethylene. The discharge chamber shall also contain a drain down filter if specified on the drawing.

Grading and Excavation site shall be properly surveyed by a registered professional surveyor and clearly marked with excavation limits and elevations. After site is marked it is the responsibility of the Contractor to contact local utility companies and/or DigAlert to check for underground utilities. All grading permits shall be approved by governing agencies before commencement of grading and
excavation. Soil conditions shall be tested in accordance with the governing agencies’ requirements. All earth removed shall be transported, disposed, stored, and handled per governing agencies’ standards. It is the responsibility of the Contractor to install and maintain proper erosion control measures during grading and excavation operations.

Compaction

1. All soil shall be compacted per registered professional soils engineer’s recommendations prior to installation of MSFWS components. Compaction shall be to 95% of Standard Proctor or 90% of Modified Proctor.

2. Backfill shall be placed according to a registered professional soils engineer’s recommendations, and with a minimum of 6” of gravel under all concrete structures.

Concrete Structures
After backfill has been inspected by the governing agency and approved the concrete structures shall be lifted and placed in proper position per Plans.

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Subsurface Media
Subsurface Flow Wetland Media shall be carefully loaded into area so not to damage the Wetland Liner or Water Transfer Systems. The entire wetland area shall be filled to a level 9 inches below finished surface.

Planting layer shall be installed per manufacturer’s drawings and consist of a minimum 3” grow enhancement media that ensures greater than 95% plant survival rate, and 6” of wetland media. Planting shall consist of native plants recommended by manufacturer and/or landscape architect. See plan set for planting quantity and schedule. Planting shall be drip irrigated for at least the first 3 months to insure long term plant growth. No chemical herbicides, pesticides, or fertilizers shall be used in the planting or care and maintenance of the planted area.

Storage and Handling
The Contractor shall exercise care in the storage and handling of the modular wetland systems and all components prior to and during installation. Any repair or replacement costs associated with events occurring after delivery is accepted and unloading has commenced shall be borne by the Contractor. The modular wetland system and all components shall always be stored indoors and transported inside the original shipping container until the unit(s) are ready to be installed. They shall always be handled with care and lifted according to OSHA and NIOSA lifting recommendations and/or Contractor’s workplace safety professional recommendations.

Inspection
After installation, the Contractor shall demonstrate that the modular wetland has been properly installed at the correct location(s), elevations, and with appropriate components. All components associated with the system and its installation shall be subject to inspection by the Engineer at the place of installation. In addition, the Contractor shall demonstrate that the modular wetland has been installed per the Specifications and recommendations. All components shall be inspected by a qualified person once a year and results of inspection shall be kept in an inspection log.

C. MEASUREMENT AND PAYMENT
The Contractor shall furnish all labor, equipment, materials and incidentals required to install the modular wetland system modules (MWS-L-4-8-V and MWS-L-21-3’-0”-V or approved equal) and appurtenances in accordance with the Drawings and these Specifications.

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MODULAR WETLAND – 4’ x 8’ and MODULAR WETLAND – 4’ x 21’ shall be measured and paid for at the Contract unit price per each. The unit price paid per each MODULAR WETLAND – 4’ x 8’ and MODULAR WETLAND – 4’ x 21’ shall include full compensation for furnishing all labor, materials, tools, coordination, testing equipment and incidentals, connection and for doing all work involved in constructing modular wetlands as specified on the Plans, in the Standard Specifications and in these Special Provisions, complete and in place.

D. SUBMITTALS
Submit the following information:

1. Manufacturer design drawings detailing all the components required and the sequence for installation including system configuration with primary dimensions, interior components, accessory equipment per the Plans, and inspection and
maintenance documentation. Modular Wetland Shop
Drawings and Treatment Flow Rate Calculations shall be
submitted within 20 working days after the receipt of Notice of Award.

2. A Certificate of Compliance shall be furnished as specified in Caltrans Standard Specification Section 56 for signing and delineation materials and products. Said certificate shall also certify that the signing and delineation material or product conforms to the prequalified testing and approval of the California Department of Transportation, Division of Traffic Operations and was manufactured in accordance with the
approved quality control program.

3. Submit manufacturer certification and approval for the type of plants and media installed in the modular wetland systems.

4. Modular Wetland Manufacturer Certification/Approval of plant species and media.

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BID ITEMS 44 TO 47
2001-AR BID ITEM NO. 44 – STRUCTURAL CONCRETE (DRAINAGE INLET) – 7’ CURB

FACE OPENING
2001-AS BID ITEM NO. 45 – STRUCTURAL CONCRETE (DRAINAGE INLET) – 10’ CURB

FACE OPENING
2001-AT BID ITEM NO. 46 – STRUCTURAL CONCRETE (DRAINAGE INLET) – 14’ CURB

FACE OPENING
2001-AU BID ITEM NO. 47 – STRUCTURAL CONCRETE (DRAINAGE INLET) – 21’ CURB

FACE OPENING
A. SCOPE
The scope of work for STRUCTURAL CONCRETE (DRAINAGE INLET) (7’, 10’, 14’, 21’ CURB FACE OPENING) shall include all labor, materials, equipment, incidentals, and completion of all work for constructing the masonry retaining wall as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
Groundwater is not anticipated to be encountered on the basis of subsurface exploration and the need for dewatering is not anticipated.

However, groundwater seepage may be encountered in excavations following rainfall or agricultural watering. Therefore, the Contractor will be required to divert channel flows around active work areas and to control surface water flows into the ditch to keep the work area from becoming saturated. Temporary Channel Diversion and Dewatering shall be incorporated into the project Storm Water Pollution Prevention Plan (SWPPP). Temporary Channel Diversion and Dewatering shall be included in their respective items of work.

Drainage Inlets shall be constructed per Caltrans Standard Specification Section 51 and shall be constructed in conformance with the Plans, details and these Special Provisions. No local depressions are proposed, see Plans for specific elevations to match. Temporary Shoring, Bracing, or Equivalent Method shall be per Caltrans Standard Specification Section 48 and per Bid Item 2001-D.

The Contractor may submit substitute product information and structural certifications/calculations to the City Engineer for consideration.

However, if it is determined by the City Engineer to not be an effective substitution, the Contractor shall revise his/her operations to meet the Project requirements at no cost to the Agency. All work within the channel must comply with the Approved 401, 404, and 1602 approved permits.

All drainage inlets and curb face openings shall be labeled with City of

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Camarillo “DON’T DUMP! DRAINS TO CREEK” curb marker placards.

Placards must be epoxy set and shall be anchored to the top of curb using stainless steel bolts. Inlet Connector Pipe Screens (CPS) shall be removable “U” or “S” shaped CPS units. Units installed shall be certified full capture trash by the State Water Resources Control Board. The selected CPS unit shall meet or exceed the sizing requirements specified in the PCSMP.

C. MEASUREMENT AND PAYMENT
STRUCTURAL CONCRETE (DRAINAGE INLET) (7’, 10’, 14’, 21’ CURB FACE OPENING) will be measured and paid for at the Contract unit price per each. The unit price paid per each STRUCTURAL CONCRETE (DRAINAGE INLET) (7’, 10’, 14’, 21’ CURB FACE OPENING) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in constructing concrete drainage inlets, pipes, and connections to the modular wetland, as specified on the Plans, in the Standard Specifications and these Special Provisions, complete and in place.

D. SUBMITTALS

1. Sheeting, Shoring, and Bracing or Equivalent Method

2. Concrete Strength Submittal

3. Welded Wire Mesh and Rebar

4. Drainage Inlet Shop Drawings

5. Post Construction Stormwater Management Plan (PCSMP) within 15 calendar days after the receipt of Notice of Award. 2001-AW BID ITEM NO. 49 – DELINEATOR (CLASS 1)
A. SCOPE
The scope of work for DELINEATOR (CLASS 1) shall include all labor, materials, equipment, incidentals, and completion of all work for constructing and furnishing the delineator and foundation as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
Contractor shall provide all materials necessary to install the delineator, in accordance with the approved construction documents. DELINEATOR (CLASS 1) shall be per Caltrans Specifications Section 81-2. Posts shall be securely installed to meet the proper alignment. Posts shall be held in proper positions The complete delineator shall be plumb in straight alignment as directed by the City representative.

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C. MEASUREMENT AND PAYMENT
DELINEATOR (CLASS 1) will be measured and paid for at the Contract unit price per each. The unit price paid per each DELINEATOR (CLASS 1) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in constructing fence and foundation as specified in the Plans, in the Standard Specifications and these Special Provisions, complete and in place.

D. SUBMITTALS

1. Contractor shall submit shop drawings to the City for review.

2. Submit manufacturer’s and supplier’s certification and test reports that materials delivered to the site are in compliance with the Specifications.

BID ITEMS 50 TO 54
2001-AX BID ITEM NO. 50 – THERMOPLASTIC PAVEMENT MARKING (PAVEMENT

MARKINGS)
2001-AY BID ITEM NO. 51 – THERMOPLASTIC PAVEMENT MARKING (1’

THERMOPLASTIC WHITE TRAFFIC STRIPE)
2001-AZ BID ITEM NO. 52 – THERMOPLASTIC PAVEMENT MARKING (6”

THERMOPLASTIC WHITE TRAFFIC STRIPE)
2001-BA BID ITEM NO. 53 – THERMOPLASTIC PAVEMENT MARKING (6”

THERMOPLASTIC YELLOW TRAFFIC STRIPE)
2001-BB BID ITEM NO. 54 – THERMOPLASTIC PAVEMENT MARKING (8”

THERMOPLASTIC WHITE TRAFFIC STRIPE)
A. SCOPE
The scope of work for THERMOPLASTIC PAVEMENT MARKING (PAVEMENT MARKINGS), (1’ THERMOPLASTIC WHITE TRAFFIC STRIPE), THERMOPLASTIC PAVEMENT MARKING (6” THERMOPLASTIC WHITE TRAFFIC STRIPE), THERMOPLASTIC PAVEMENT MARKING (6” THERMOPLASTIC YELLOW TRAFFIC STRIPE), and THERMOPLASTIC PAVEMENT MARKING (8” THERMOPLASTIC WHITE TRAFFIC STRIPE) shall include all labor, materials, equipment, incidentals, and completion of all work to furnish and installation of pavement delineation (striping), pavement markings, pavement markers, object markers, as shown on the signing and striping plans and details, as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer.

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B. MATERIALS AND METHODS

PAVEMENT MARKINGS
Pavement markings shall conform to the provisions in Section 84 “Markings”, of the Caltrans Standard Specifications and the most current approved prequalified and tested signing and delineation materials and products list maintained by the California Department of Transportation, unless otherwise noted herein.

Certificates of Compliance shall be furnished for pavement markers to be used. Non-reflective pavement markers shall be, at the option of the Contractor, either polyester or acrylonitrile butadiene-styrene (ABS) plastic type. Ceramic markers shall not be allowed.

Hot-melt bitumen adhesive shall be used to cement the pavement markers to the existing pavement. The rapid set type epoxy adhesive shall not be used. Hot-melt bitumen adhesive shall be heated indirectly in an applicator with continuous agitation and shall be applied at a temperature between 400° F and 425° F. Pavement markers shall be placed immediately after application of the adhesive. Blast cleaning of clean, new asphalt concrete surfaces will not be required.

MARKERS
Markers shall conform to the provisions in Section 82, “Markers and Delineators”, of the Caltrans Standard Specifications, unless otherwise noted herein. Markers on flexible posts shall be furnished by the Contractor and shall be as specified in the most current prequalified and tested signing and delineation materials and products list maintained by the California Department of Transportation. Flexible posts shall be made from flexible white plastic which shall be resistant to impact, ultraviolet light, ozone and hydrocarbons. Flexible posts shall resist stiffening with age and shall be free of burns, discoloration, contamination, and other objectionable marks and defects, which affect appearance or serviceability.

Reflective sheeting for metal and flexible target plates shall be the reflective sheeting designated for channelizers, markers, and delineators specified in the most current prequalified and tested signing and delineation materials and products list maintained by the California Department of Transportation.

PREQUALIFIED AND TESTED SIGNING AND DELINEATION MATERIALS The California Department of Transportation maintains a trade name list of approved prequalified and tested signing and delineation materials and products. Approval of prequalified and tested products and

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materials shall not preclude the City Engineer from sampling and testing any of the signing and delineation materials or products at any time.

Listing of approved prequalified and tested signing and delineation materials and products cover the following:

MATERIALS and PRODUCTS:

1. Temporary pavement markers

2. Striping and pavement marking tape

3. Pavement markers, reflective and non-reflective

4. Flexible Class 1 delineators and channelizers

5. Railing and barriers delineators

6. Sign sheeting and base materials

7. Reflective sheeting for barricades

8. Reflective sheeting for channelizers

9. Reflective sheeting for markers and delineators

10. Reflective sheeting for traffic cone sleeves

11. Reflective sheeting for barrels and drums
None of the above listed signing and delineation materials and products shall be used in the Work unless such material or product is listed on the California Department of Transportation List of Approved Traffic Products.

C. MEASUREMENT AND PAYMENT
All traffic stripes shall be measured by the linear foot along the line of the traffic stripe, whether a single or double traffic stripe (as per each detail), without deductions for gaps in broken (skipped) traffic stripes. Payment for all traffic stripes of the widths designated in the Contract Documents shall be per linear foot and shall include full compensation for furnishing all labor, material, tools, equipment, primer, incidentals and establishing alignment to completely install the traffic stripes, unless otherwise noted in each bid item.

All thermoplastic pavement markings and legends shall be paid for by the square foot of actual area covered and shall include full compensation for furnishing all labor, material, tools, equipment, primer, incidentals and lay-out work to completely install the thermoplastic pavement markings and legends, unless otherwise noted in each bid item.

All pavement markers, reflective and non-reflective types, shall be included in all other pay items, no additional payment will be provided for furnishing all labor, material, tools, equipment, adhesive and all other incidentals to completely install the pavement marker.

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Measurement and payment for THERMOPLASTIC PAVEMENT MARKING (PAVEMENT MARKINGS) shall be based on the Contract unit price per square foot per dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer.

Measurement and payment for THERMOPLASTIC PAVEMENT MARKING (1’ THERMOPLASTIC WHITE TRAFFIC STRIPE) shall be based on the Contract unit price per linear foot per the dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer.

Measurement and payment for THERMOPLASTIC PAVEMENT MARKING (6” THERMOPLASTIC WHITE TRAFFIC STRIPE) shall be based on the Contract unit price per linear foot per the dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer.

Measurement and payment for THERMOPLASTIC PAVEMENT MARKING (6” THERMOPLASTIC YELLOW WHITE TRAFFIC STRIPE) shall be based on the Contract unit price per linear foot per the dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer.

Measurement and payment for THERMOPLASTIC PAVEMENT MARKING (8” THERMOPLASTIC WHITE TRAFFIC STRIPE) shall be based on the Contract unit price per linear foot per the dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer.

D. SUBMITTALS
Submit under provisions of Section 2-5.3, Submittals, of the General Provisions, the following information:

1. Material data sheets for paint striping, channelizer/delineator and thermoplastic marking, and markers

2. A Certificate of Compliance shall be furnished as specified in Caltrans Standard Specification Section 84 for signing and delineation materials and products. Said certificate shall also certify that the signing and delineation material or product conforms to the prequalified testing and approval of the California Department of Transportation, Division of Traffic Operations and was manufactured in accordance with the
approved quality control program.

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BID ITEMS 55 TO 57
2001-BC BID ITEM NO. 55 – ROADSIDE SIGN – ONE POST (SIGN AND POST) 2001-BD BID ITEM NO. 56 – ROADSIDE SIGN – ONE POST (SIGN) 2001-BE BID ITEM NO. 57 – ROADSIDE SIGN – REMOVE AND RELOCATE SIGN A. SCOPE
The scope of work under ROADSIDE SIGN – ONE POST (SIGN AND POST), ROADSIDE SIGN – ONE POST (SIGN), ROADSIDE SIGN – REMOVE AND RELOCATE SIGN shall include all labor, materials, equipment, incidentals, and completion of all work for removal of signs and posts foundations as shown on the Plans and details, including removing, relocating, salvaging, furnish and installation of traffic signs and/or posts as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
Work shall include signs to be removed, salvaged, and relocated as shown on the Plans. All signs shall be installed on new, single or double, poles or posts as shown per the Plans and Details. Removal of signs shall include the removal of the foundations. Foundation excavations shall be backfilled and compacted with material approved by the Engineer or City’s Authorized Representative.

Existing signs at locations shown on the Plans to be removed shall not be removed until replacement signs for detour work have been installed or until the existing signs are no longer required for direction of public traffic, unless otherwise directed by the Engineer. All signs are to be inspected prior to their removal and subsequent to reincorporation into the Work. Any signs damaged during removal, storage, or resetting shall be replaced at the Contractor’s expense.

New roadside signs shall be fabricated and furnished to the Project in accordance with details shown on the Plans, the FHWA Traffic Sign Specifications, Caltrans Traffic Sign Specifications, Section 82 “Signs and Markers,” and these Special Provisions.

All signs shall be standard size for conventional roads per the latest version of the California Manual of Uniform Traffic Control Devices (CAMUTCD) unless otherwise specified and shall have minimum 3M high intensity prismatic retroreflective sheeting.

Information on Caltrans Traffic Sign Specifications for California sign codes is available for review at the Caltrans internet site:
https://www.dot.ca.gov/hq/traffops/signtech/signdel/specs.htm

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Information on FHWA Traffic Sign Specifications for signs referenced with federal sign codes can be found in the Federal Highway Administration (FHWA) Standard Highway Signs Book which is available for review or purchase at the following Internet website:
https://mutcd.fhwa.dot.gov/ser-pubs.htm
No legend shall be installed at the Project Site. Legend shall include letters, numerals, tildes, bars, arrows, route shields, symbols, logos, borders, artwork, and miscellaneous characters. The style, font, size, and spacing of the legend shall conform to the Standard Alphabets published in the FHWA Standard Highway Signs Book. The legend shall be oriented in the same direction in accordance with the manufacturer’s orientation marks found on the retroreflective sheeting.

The Engineer will inspect signs at the delivery location, and in accordance with Section 4, "Control of Materials," of the Standard Specifications for Public Works Construction. The Engineer will inspect signs for damage and defects before and after installation.

Sign posts for metal post installation shall be in accordance with Section 82-3.02B, “Metal Posts,” of the Caltrans Standard Specifications and these Special Provisions. Metal sign posts shall be constructed of 12 gage square perforated galvanized tube and conform to the requirements of ASTM designation A653. Metal sign posts shall be S- Square Tube 888.267.6463; www.s-squaretube.com, Unistrut-Telspar 800.882.5543; www.alliedtube.com, or Engineer approved equal. Post assemblies shall conform to the minimum requirements of the Project Plans and shall have an acceptance letter issued by the FHWA for use as a sign support on the National Highway System. Details shown on the Project Plans shall be taken as project minimums and shall adjusted by Contractor supplied shop submittal as required to conform to the as-approved configuration identified within the applicable FHWA acceptance letter.

Post, anchor and sleeves shall be of square, perforated, welded steel tubing with full length perforation 1” on center. These standards shall replace all 4 x 4 posts, rectangular channel, galvanized, or any other post that does not conform to these standards. Any and all posts that are removed due to Contractual obligations shall be replaced with the above-mentioned standard post anchor and sleeve.

Sign posts to be 2” x 2” fully galvanized square, fully perforated 12-gauge steel.

Anchors to be 2-1/4” x 2-1/4” x 30” fully galvanized square, fully perforated 12-gauge steel.

Project No. ST-5006, CML-5393(036)
Bid Items
76 of 81
Sleeves to be 2-1/2” x 2-1/2” x 18” fully galvanized square, fully perforated 12-gauge steel.

Anchor and sleeve to be imbedded with no more than 4 holes exposed and no less than 2 holes exposed.

If anchor and sleeve are to be used in median island with stamped concrete, Contractor shall use a 4” PVC as a buffer between concrete and sign hardware. PVC should be the same thickness as concrete.

Bolts for attaching post to anchor sleeve shall be provided and installed in accordance with the manufacturer’s recommended torque.

Posts constructed in new asphalt or concrete shall include a 12-inch minimum square block-out to accommodate sign and post
construction.

Concrete for post anchors shall be minor concrete conforming to these Special Provisions.

Signs mounted on Edison light standards shall be 7’ minimum height so as not to cover standard I.D. tag.

Sign panel fastening hardware shall conform to the following:

Frame assemblies for multiple sign installations shall be fabricated of structural steel conforming to the requirements in ASTM Designation: A 36/A 36M, or of aluminum alloy as shown on the Plans. Frames fabricated from structural steel shall be hot-dip galvanized after fabrication.

Back braces for signs shall be commercial quality, mild steel, hot-dip galvanized after fabrication.

Straps and saddle brackets for mounting sign panels on electroliers, sign structure posts and traffic signal standards or where shown on the Plans shall be stainless steel conforming to the requirements in ASTM Designation: A 167, Type 302 or 304. Theft-proof bolts shown on the Plans shall be stainless steel with a chromium content of at least 16 percent and a nickel content of at least 8 percent.

Project No. ST-5006, CML-5393(036)
Bid Items
77 of 81
Lag screws, bolts (except theft-proof bolts), metal washers and nuts shall be commercial quality steel, hot-dip galvanized after fabrication. Fiber washers shall be of commercial quality.

Galvanizing shall conform to the provisions Caltrans Standard Specification Section 56.

C. MEASUREMENT AND PAYMENT
Measurement and payment for ROADSIDE SIGN – ONE POST (SIGN AND POST) shall be based on the Contract unit price per each per the dimensions on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer.

Measurement and payment for ROADSIDE SIGN – ONE POST (SIGN) shall be based on the Contract unit price per each sign per the CA-MUTCD conventional sign dimensions, on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer. The Contract unit price paid for ROADSIDE SIGN – ONE POST (SIGN) shall include all labor, materials, tools, equipment, and incidentals for installing the traffic signs, foundations, and posts complete and no additional compensation will be allowed therefor, including fastening hardware, back braces, straps and saddle brackets, and frame assemblies for multiple sign panels.

Measurement and payment for ROADSIDE SIGN – REMOVE AND
RELOCATE SIGN shall be based on the Contract unit price per each sign per the CA-MUTCD conventional sign dimensions, on the Plans, Caltrans Standard Specifications, Special Provisions, and as directed by the Engineer. The Contract unit price paid for ROADSIDE SIGN – REMOVE AND RELOCATE SIGN shall include all labor, materials, tools, equipment, and incidentals for installing the traffic signs, foundations, and posts complete and no additional compensation will be allowed therefor, including fastening hardware, back braces, straps and saddle brackets, and frame assemblies for multiple sign panels.

D. SUBMITTALS
Submit under provisions of Section 2-5.3, Submittals, of the General Provisions, the following information:

1. Material data sheets for signs and posts

2. A Certificate of Compliance shall be furnished as specified in Caltrans Standard Specification Section 56 for signing and delineation materials and products. Said certificate shall also certify that the signing and delineation material or product conforms to the prequalified testing and approval of the California Department of Transportation, Division of Traffic

Project No. ST-5006, CML-5393(036)
Bid Items
78 of 81
Operations and was manufactured in accordance with the
approved quality control program.
2001-BF BID ITEM NO. 58 – TYPE E LOOPS
A. SCOPE
The scope of work under TYPE E LOOPS shall include all labor, materials, equipment, incidentals, and completion of all work for the installation of all TYPE E LOOPS and wiring as shown on the Plans and details, including removing, installing, sawcut, pull box, salvaging, furnish and installation of detection loops as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer.

B. MATERIALS AND METHODS
Contractor shall construct per the State of California Standard Specification 87-1.03. All inductive loops shall be Type 2 loop wire with Type B detector lead-in cables and shall be located as shown on the plan. Conductors for each loop detector shall be continuous and unspliced.

Sealant for the wire slots shall be epoxy sealant for inductive loops, per standard.

C. MEASUREMENT AND PAYMENT
Measurement of TYPE E LOOPS shall be per each and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in purchasing, sawcutting, installing TYPE E LOOPS as shown on the Plans, as specified in the Caltrans Standard Specifications and these Special Provisions, and as directed by the Engineer.

D. SUBMITTALS

1. None
2001-BG BID ITEM NO. 59 – TYPE D LOOPS (BIKE LANE)
A. SCOPE
The scope of work under TYPE D LOOPS (BIKE LANE) shall include all labor, materials, equipment, incidentals, and completion of all work for the installation of all TYPE D LOOPS (BIKE LANE) and wiring as shown on the Plans and details, including removing, installing, sawcut, pull box, salvaging, furnish and installation of detection loops as required in accordance with the Plans, as specified in these Special Provisions, and as directed by the Engineer.

Project No. ST-5006, CML-5393(036)
Bid Items
79 of 81
B. MATERIALS AND METHODS
Contractor shall construct per the Caltrans Standard Specification 87-

1.03. All inductive loops shall be Type 2 loop wire with Type B detector lead-in cables and shall be located as shown on the plan. Conductors for each loop detector shall be continuous and unspliced.

Sealant for the wire slots shall be epoxy sealant for inductive loops, per standard.

C. MEASUREMENT AND PAYMENT
Measurement of TYPE D LOOPS (BIKE LANE) shall be per each and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in purchasing, sawcutting, installing TYPE D LOOPS (BIKE LANE) as shown on the Plans, as specified in the Caltrans Standard Specifications and these Special Provisions, and as directed by the Engineer.

D. SUBMITTALS

1. None
2001-BH BID ITEM NO. 60 – PLANT ESTABLISHMENT
A. SCOPE
The scope of work under PLANT ESTABLISHMENT shall include all labor, materials, equipment, incidentals, and completion of all work for PLANT ESTABLISHMENT, including but not be limited fertilization, weed control, cultivation, pest control, plant replacements, renovation, sandbagging, modular wetland manufacturer requirements, and cleanup of project site. Contractor will be responsible for the removal of trash and accumulated debris from the landscape areas.

Contractor shall, at the discretion of the Engineer, perform a plant establishment inspection during daylight hours of all facilities. Such inspection shall be both visual and operational. Any corrective work required as a result of an inspection shall be accomplished to the satisfaction of the Engineer within 24 hours.

The Contractor shall obtain approval from the City Engineer prior to commencing the Plant Establishment Period.

Contractor shall perform Plant Establishment work as required by the Specifications. When corrective work is necessary, Contractor shall perform such corrective work in a timely manner with urgent items being addressed immediately. The City will provide a weekly corrective list "Plant Establishment Punch List" by Monday of each week. Work required by the "Plant Establishment Punch List" shall be performed by the

Project No. ST-5006, CML-5393(036)
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80 of 81
following Monday, and Contractor shall coordinate with the Engineer (or authorized representative) to obtain a signature from City representatives indicating the work indicated on the "Plant Establishment Punch List" has been completed satisfactorily. If Monday is a designated City holiday, then the deadline is Tuesday for both the Engineer and Contractor. It is the contractor's responsibility to obtain signatures from the Engineer by the end of Monday (unless a designated City holiday) each week indicating satisfactory completion. In the event the Contractor fails to complete all the corrective work on the "Plant Establishment Punch List", and obtain the required signatures by the Monday (unless a designated City holiday) following receipt of the "Plant Establishment Punch List", Contractor will not receive credit for that week of Plant Establishment and the required Plant Establishment completion date will be adjusted by one week to reflect the failure to satisfactorily complete the "Plant Establishment Punch List." No payment will be made for the week of Plant Establishment that was not satisfactorily completed and no costs related to adjusting the completion date of Plant Establishment will be allowed.

TEMPORARY PLANT IRRIGATION
Due to the absence of a permanent irrigation system at the project site, the Contractor shall provide a water truck to perform manual watering of all installed landscape vegetation. Watering shall occur at intervals sufficient to ensure plant health and survival as determined by the Engineer. The Contractor shall coordinate the watering schedule with the Engineer and maintain a log of watering dates. Photographic documentation of each watering event is required and shall include date-stamped photos clearly showing the act of watering and the area/plant material watered. All photos and documentation shall be submitted to the Engineer on a weekly basis and as requested for verification. No compensation shall be provided without documentation and photographs.

B. MATERIALS AND METHODS
The purpose of this specification is to establish criteria for Plant Establishment used for the modular wetland systems.

Materials and methods of plant establishment shall be purchased and conducted in accordance with the construction plans, these specifications, and the modular wetland manufacturer’s instructions.

C. MEASUREMENT AND PAYMENT
Measurement and payment for PLANT ESTABLISHMENT shall be lump sum and shall include full compensation for furnishing all labor, materials, tools, plants, coordination and include a plant establishment period of

Project No. ST-5006, CML-5393(036)
Bid Items
81 of 81
120 calendar days for PLANT ESTABLISHMENT as required for constructing modular wetlands as specified on the Plans, in the Standard Specifications and in these Special Provisions, complete and in place.

The 120-day plant establishment period shall begin upon approval from the City Engineer, which must be obtained prior to initiating Plant Establishment activities.

D. SUBMITTALS

1. Plant Establishment Schedule
END OF SECTION 2001 – BID ITEMS

229-0-020-145
229-0-020-155
230-0-052-150

CITY BOUNDARY

CITY BOUNDARY
229-0-030-105

CITY BOUNDARY
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DEPARTMENT OF PUBLIC WORKS

CITY OF CAMARILLO

PLEASANT VALLEY ROAD
E 5TH STREET SOUTHFIELD
U.P.R.R. ROAD LAS POSAS ROAD

TITLE SHEET
T-1
1 SHEET #: SHEET INDEX: SHEET NO.: SHEET NAME:

PLEASANT VALLEY ROAD

PLEASANT VALLEY ROAD
PLEASANT VALLEY ROAD MATCHLINE - STA 29+00 SEE BELOW LEFT MATCHLINE - STA 59+50 SEE BELOW LEFT MATCHLINE - STA 29+00 SEE ABOVE RIGHT MATCHLINE - STA 59+50 SEE ABOVE RIGHT C-18066
SR-34
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W A R N I N G
The electronic files ("Files") furnished by Kimley-Horn to the intended receiver of the Files ("Receiving Party") are provided only for convenience of Receiving Party and only for its sole use. Receiving Party agrees that it shall be bound by and subject to the terms of this notice. For any signed and sealed plans or final deliverables, if there are discrepancies between the Files and the hardcopy of the Files prepared by Kimley-Horn, the hardcopy shall govern. Only printed copies of such documents conveyed by Kimley-Horn may be relied upon. Any use of these electronic Files will be at the Receiving Party's sole risk. Receiving Party accepts the Files on an "as is" basis with all faults. In order to view and/or edit this document simply turn all AutoCAD layers on and then turn the current layer 'Warning' off.

W A R N I N G
The electronic files ("Files") furnished by Kimley-Horn to the intended receiver of the Files ("Receiving Party") are provided only for convenience of Receiving Party and only for its sole use. Receiving Party agrees that it shall be bound by and subject to the terms of this notice. For any signed and sealed plans or final deliverables, if there are discrepancies between the Files and the hardcopy of the Files prepared by Kimley-Horn, the hardcopy shall govern. Only printed copies of such documents conveyed by Kimley-Horn may be relied upon. Any use of these electronic Files will be at the Receiving Party's sole risk. Receiving Party accepts the Files on an "as is" basis with all faults. In order to view and/or edit this document simply turn all AutoCAD layers on and then turn the current layer 'Warning' off.

W A R N I N G
The electronic files ("Files") furnished by Kimley-Horn to the intended receiver of the Files ("Receiving Party") are provided only for convenience of Receiving Party and only for its sole use. Receiving Party agrees that it shall be bound by and subject to the terms of this notice. For any signed and sealed plans or final deliverables, if there are discrepancies between the Files and the hardcopy of the Files prepared by Kimley-Horn, the hardcopy shall govern. Only printed copies of such documents conveyed by Kimley-Horn may be relied upon. Any use of these electronic Files will be at the Receiving Party's sole risk. Receiving Party accepts the Files on an "as is" basis with all faults. In order to view and/or edit this document simply turn all AutoCAD layers on and then turn the current layer 'Warning' off. SHEET L-1 SHEET L-2 SHEET L-3 SHEET L-4 SHEET L-5 SHEET L-6 SHEET L-6
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”
APPLICABLE 2023 CALTRANS STANDARD PLANS

GENERAL NOTES, ABBREVIATIONS, AND

LEGENDS
G-1

GENERAL NOTES ABBREVIATIONS
LEGEND

PLEASANT VALLEY ROAD
E 5TH STREET U.P.R.R.SOUTHFIELD ROAD LAS POSAS ROAD

CONTROL FOR DESIGN AND CONSTRUCTION
2 CONSTRUCTION CENTERLINE
C-18067
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’
’

TYPICAL PAVEMENT SECTIONS EXISTING STRUCTURAL SECTIONS
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TYPICAL SECTIONS

PLEASANT VALLEY ROAD

PLEASANT VALLEY ROAD

GENERAL NOTES

PLEASANT VALLEY ROAD
X-1
3 C-18068
N/A
N/A
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EXCAVATION

7. FOR HOT MIX ASPHALT (FULL DEPTH (HMA)) LIMITS OF WORK SUBGRADE SOILS SHALL BE OVER OVEREXCAVATED/RIPPED/SCARIFIED TO 1.00 FOOT, MOISTURE-CONDITIONED, AND COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION.

PLEASANT VALLEY ROAD LAS POSAS ROAD

PLEASANT VALLEY ROAD
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GENERAL NOTES DEMOLITION NOTES LEGEND MATCHLINE - STA 10+82 SEE BELOW LEFT MATCHLINE - STA 23+78 SEE SHEET DM-2 MATCHLINE - STA 10+82 SEE ABOVE RIGHT NORTH

DEMOLITION AND UTILITY PLAN
DM-1
4 C-18069
N/A
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PLEASANT VALLEY ROAD

PLEASANT VALLEY ROAD
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GENERAL NOTES DEMOLITION NOTES MATCHLINE - STA 36+75 SEE BELOW LEFT MATCHLINE - STA 23+78 SEE SHEET DM-1 MATCHLINE - STA 49+71 SEE SHEET DM-3 MATCHLINE - STA 36+75 SEE ABOVE RIGHT NORTH

DEMOLITION AND UTILITY PLAN
DM-2
5 LEGEND
C-18069A
N/A
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PLEASANT VALLEY ROAD SOUTHFIELD ROAD

PLEASANT VALLEY ROAD
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DEMOLITION NOTES MATCHLINE - STA 62+68 MATCHLINE - STA 49+71 SEE BELOW LEFT SEE SHEET DM-2 MATCHLINE - STA 62+68 SEE ABOVE RIGHT

GENERAL NOTES
LEGEND
NORTH

DEMOLITION AND UTILITY PLAN
DM-3 6 C-18069B MATCHLINE - STA 75+00 SEE BELOW LEFT MATCHLINE - STA 75+00 SEE ABOVE RIGHT N/A
2" WATER 2" WATER
2" WATER
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PLEASANT VALLEY ROAD LAS POSAS ROAD
60 64
68 72
76 80
84 88
92 96
60 64
68 72
76 80
84 88
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0 1 2 3 4 5 6 7 8 9 10 MATCHLINE - STA 10+82 SEE SHEET L-2 7 Know what'sbelow.

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PLAN AND PROFILE
L-1
NORTH
“ ’ ”

GENERAL NOTES
LEGEND

CONSTRUCTION NOTES
C-18070
0'

GRAPHIC SCALE
40' 40'
HORIZ: 1"=40'
VERT: 1"=8'
29 03 / 23 / 2026
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11. FOR HOT MIX ASPHALT (FULL DEPTH (HMA)) LIMITS OF WORK SUBGRADE SOILS SHALL BE OVEREXCAVATED/RIPPED/ SCARIFIED TO 1.00 FOOT, MOISTURE-CONDITIONED, AND COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION.

PLEASANT VALLEY ROAD
68 72
76 80
84 88
92 68
72 76
80 84
88 92
11 12 13 14 15 16 17 18 19 20 21 22 23 MATCHLINE - STA 23+42 SEE SHEET L-3 MATCHLINE - STA 10+82 SEE SHEET L-1 NORTH
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CONSTRUCTION NOTES

PLAN AND PROFILE
L-2

GENERAL NOTES
LEGEND
C-18071
0'

GRAPHIC SCALE
40' 40'
HORIZ: 1"=40'
VERT: 1"=8'
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PLEASANT VALLEY ROAD
68 72
76 80
84 88
92 96
100
68 72
76 80
84 88
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100
24 25 26 27 28 29 30 31 32 33 34 35 36 MATCHLINE - STA 36+02 SEE SHEET L-4 MATCHLINE - STA 23+42 SEE SHEET L-2 NORTH

PLAN AND PROFILE
L-3
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PLEASANT VALLEY ROAD

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GENERAL NOTES CONSTRUCTION NOTES
C-18072
LEGEND
0'

GRAPHIC SCALE
40' 40'
HORIZ: 1"=40'
VERT: 1"=8'
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PLEASANT VALLEY ROAD
74 76
80 84
88 92
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104
108
112
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104
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112
36 37 38 39 40 41 42 43 44 45 46 47 48 MATCHLINE - STA 48+62 SEE SHEET L-5 MATCHLINE - STA 36+02 SEE SHEET L-3 NORTH

PLAN AND PROFILE
L-4
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39 22626

GENERAL NOTES CONSTRUCTION NOTES
LEGEND
C-18073
0'

GRAPHIC SCALE
40' 40'
HORIZ: 1"=40'
VERT: 1"=8'
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PLEASANT VALLEY ROAD
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116
49 50 51 52 53 54 55 56 57 58 59 60 61 MATCHLINE - STA 61+26 SEE SHEET L-6 MATCHLINE - STA 48+62 SEE SHEET L-4 NORTH

PLAN AND PROFILE
L-5
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CONSTRUCTION NOTES
NORTH
C-18074

GENERAL NOTES
LEGEND
0'

GRAPHIC SCALE
40' 40'
HORIZ: 1"=40'
VERT: 1"=8'
CONTRACTOR TO VERIFY AND PROTECT 2" WATER LINE
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120
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120
62 63 64 65 66 67 68 69 70 71 72 73

PLEASANT VALLEY ROAD
U.P.R.R. MATCHLINE - STA 61+26 SEE SHEET L-5
NORTH

PLAN AND PROFILE
L-6
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CONSTRUCTION NOTES MATCHLINE - STA 73+86 SEE BELOW LEFT MATCHLINE - STA 73+86 SEE ABOVE RIGHT C-18075

GENERAL NOTES
0'

GRAPHIC SCALE
40' 40'
HORIZ: 1"=40'
VERT: 1"=8' MATCHLINE - STA 81+50 SEE ABOVE RIGHT MATCHLINE - STA 81+50 SEE BELOW LEFT CONTRACTOR TO VERIFY AND PROTECT 2" WATER LINE
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66 68
72 76
80 66
68 72
76 80
-0 0 0
72 76
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76 80
-0 0 0
NORTH

GENERAL NOTES
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0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

DRIVEWAY PROFILE

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-1
13 DRIVEWAY PLAN

DRIVEWAY PROFILE

DRIVEWAY PLAN
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
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84 76
80 84
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86 88
92 96
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92 96
-0 0 0
NORTH
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DRIVEWAY PROFILE

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-2
14 DRIVEWAY PLAN

DRIVEWAY PROFILE

DRIVEWAY PLAN
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
0'

GRAPHIC SCALE
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HORIZ: 1"=5'
VERT: 1"=5'
C-18077

GENERAL NOTES
N/A
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86 88
92 96
86 88
92 96
-0 0 0
88 92
96 88
92 96
-0 0 0
NORTH
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CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-3
15 DRIVEWAY PROFILE DRIVEWAY PROFILE

DRIVEWAY PLAN DRIVEWAY PLAN
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
C-18078

GENERAL NOTES
N/A
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88 92
96 100
88 92
96 100
-0 0 0
88 92
96 100
88 92
96 100
-0 0 0
NORTH
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CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-4
16 DRIVEWAY PROFILE DRIVEWAY PROFILE

DRIVEWAY PLAN DRIVEWAY PLAN
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
C-18079

GENERAL NOTES
N/A
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72 76
80 72
76 80
0 0
88 92
96 100
88 92
96 100
-0 0 0
NORTH
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DRIVEWAY PROFILE

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-5
17 DRIVEWAY PLAN

DRIVEWAY PROFILE

DRIVEWAY PLAN
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
C-18080

GENERAL NOTES
N/A
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03 / 20 / 2026
03 / 19 / 2026
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72 76
80 72
76 80
0 0
76 80
84 76
80 84
0 0
72 76
80 72
76 80
0 0
NORTH
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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-6
18 0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

DRIVEWAY PROFILE DRIVEWAY PROFILE

DRIVEWAY PLAN DRIVEWAY PLAN
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
C-18081
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

DRIVEWAY PROFILE

DRIVEWAY PLAN

GENERAL NOTES
N/A
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03 / 19 / 2026
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84 88
92 84
88 92
0 0
76 80
84 76
80 84
0 0
NORTH
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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-7
19 0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

DRIVEWAY PROFILE

DRIVEWAY PLAN
C-18082

DRIVEWAY PROFILE

DRIVEWAY PLAN
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

GENERAL NOTES
N/A
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03 / 20 / 2026
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92 96
100
92 96
100
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92 96
100
92 96
100
0 0
92 96
100
92 96
100
0 0
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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-8
20 0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

DRIVEWAY PROFILE DRIVEWAY PROFILE

DRIVEWAY PLAN DRIVEWAY PLAN
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'
C-18083

DRIVEWAY PROFILE

DRIVEWAY PLAN
0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

GENERAL NOTES
N/A
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96 100
104
108
96 100
104
108
0 0
NORTH
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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26

CONSTRUCTION DETAIL DRIVEWAY PLAN
CD-9
21 0'

GRAPHIC SCALE
5' 5'
HORIZ: 1"=5'
VERT: 1"=5'

DRIVEWAY PROFILE

DRIVEWAY PLAN
C-18084

GENERAL NOTES
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PLEASANT VALLEY ROAD

BIKE LANES
39 DETAIL SHEET - CONCRETE CHANNEL

SECTION
22 TYPICAL RECTANGULAR CHANNEL SECTION
NTS
D-1

SECTION A-A

CHANNEL / MODULAR WETLAND DETAIL
1"=2'

SECTION B-B

TYPICAL TRAPEZOIDAL CHANNEL SECTION
1"=2'
C-18085

TRAPEZOIDAL CHANNEL TRANSITION
NTS

GENERAL NOTES
N/A
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PLEASANT VALLEY ROAD

BIKE LANES
39 DETAIL SHEET - STRUCTURAL NOTES
23 D-2
GENERAL STRUCTURAL NOTES:

SPECIAL INSPECTIONS:

DESIGN LOADS:

DESIGN SPECIFICATIONS:

CONCRETE AND REINFORCEMENT:

COORDINATION:

CONSTRUCTION SPECIFICATIONS:

EARTHWORK:

SPLICE TABLE

REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
(CBC TABLE 1705A.6)

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION (CBC TABLE 1705A.3)
C-18086
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PLEASANT VALLEY ROAD

BIKE LANES
39 DETAIL SHEET - CHANNEL TRANSITION
24 CHANNEL TRANSITION

GENERAL NOTES

CONCRETE TRANSVERSE CONSTRUCTION JOINT CONCRETE TRANSVERSE EXPANSION JOINT D-3
C-18087
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PLEASANT VALLEY ROAD

BIKE LANES
39 CONCRETE CHANNEL DETAIL
4 MIN. FT.

THICKENED AREA

EXTENT OF
4 MIN. FT.

INSTALL NEW REINFORCED CONCRETE LINING

REMOVE EXISTING CONCRETE AND REBAR &

TYPICAL REINFORCING

THICKNESS PER

TYPICAL SECTION
45°

WHEN PLACING THROUGH EXISTING

CHANNEL LINING, SAW-CUT FULL
DEPTH AND REMOVE 4 FEET ALL
AROUND.

TOE OF SLOPE
1'-0"

EXISTING CONCRETE
6" EXIST. STEEL
REINF. STEEL

SYMMETRICAL

ABOUT CL
CL
(2)-#5 BARS 12 INCHES
O.C.

TYP.

TRIM PIPE FLUSH

WITH CHANNEL
LINING
4 IN. DIA.

PVC PIPE
%
APPLY CONST. ADHESIVE

TO FILTER FABRIC TOP &

BOTTOM CONTINUOUSLY
GEOCOMPOSITE DRAIN.

WRAP FILTER FABRIC
AROUND OUTSIDE FACE.

CONTINUOUS ALONG
LENGTH OF CHANNEL.
1 FT. 2 FT. 1 FT.

FILTER FABRIC

DRAIN GRAVEL

W/HARDWARE CLOTH
4 IN. PVC PIPE
OVER END.
4 IN. DIA. PVC

TRIM PVC FLUSH

TO FINISH CONCRETE
1 FT.

DRAIN GRAVEL

HARDWARE
CLOTH

FILTER FABRIC

TOP OF CHANNEL LINING

TOP OF CHANNEL LINING

WEEP HOLE (TYP) TO BE
PLACED 6" ABOVE FG, SEE
"DETAIL B - WEEP HOLES"

TYPICAL CHANNEL SECTION

DETAIL B - WEEP HOLES
TYPE "A" WEEP HOLE
TYPE "B" WEEP HOLE

DETAIL A - PIPE OUTFALL DETAILS

CONNECTION TO EXISTING CONCRETE

SECTION SECTION

ELEVATION SECTION

SECTION
PLAN
PIPE OUTFALL, SEE "DETAIL A - PIPE
OUTFALL DETAILS"
MINIMUM #4 BARS (GRADE 60
AT 12" O.C. EACH WAY.

CEMENT STABILIZED SAND

VARIES BASED ON
SIDE SLOPE. MINIMUM
1' VERTICAL AT TOE

OF SLOPE
25 D-4
6" MIN
6" MIN
C-18088

GEOCOMPOSITE DRAIN

FINISHED GRADE FINISHED GRADE
ROUGHEN TO 1/4"

AMPLITUDE
CUT BARS 2" CLEAR OF TOP OF CHANNEL

WHERE NEEDED
N/A
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PLEASANT VALLEY ROAD

BIKE LANES
39 BOX CULVERT - ISOMETRIC VIEW

DETAIL SHEET - BOX CULVERT
D-5
26 C-18089

PRECAST CULVERT NOTES

DESIGN NOTES

GENERAL NOTES
N/A
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PLEASANT VALLEY ROAD

BIKE LANES
39 DETAIL SHEET - FOREBAY
D-6
27 PLAN - CHANNEL LAYOUT WITH 4'X21' MODULAR WETLAND
PLAN - CHANNEL LAYOUT WITH 4'X8' MODULAR WETLAND

CHANNEL PROFILE
C-18090

PLAN - CHANNEL TO CULVERT TRANSITION
*SEE SHEET D-7 FOR CHANNEL TO CULVERT TRANSITION SECTION LEGEND
CONNECTOR PIPE SCREEN SHALL BE "U" SHAPED, UNLESS OTHERWISE APPROVED BY CITY.

CONNECTOR PIPE SCREEN SHALL BE "U" SHAPED, UNLESS OTHERWISE APPROVED BY CITY.

N/A
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PLEASANT VALLEY ROAD

BIKE LANES
39 DETAIL SHEET - GUARDRAIL
D-7
28 C-18091

CHANNEL TO CULVERT TRANSITION SECTION
N/A
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PLAN VIEW

RIGHT END VIEW

LEFT END VIEW

ELEVATION VIEW
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PLEASANT VALLEY ROAD

BIKE LANES
39 22626

DRAINAGE DETAIL
DD-1
29 PLAN VIEW

ELEVATION VIEW

LEFT END VIEW

RIGHT END VIEW

INSTALLATION NOTES
C-18092
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PLEASANT VALLEY ROAD LAS POSAS ROAD 12' 5' 11' 12' 12' 6' 12' 6' 5' 12' 2' 12' 2'6' 5' 12' 2' 12' 2'6'12' PLEASANT VALLEY ROAD 5' 12' 2' 12' 2'6' 5' 12' 2' 12' 2'6' Know what'sbelow.

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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26

PAVEMENT DELINEATION NOTES
NORTH

SIGNING AND STRIPING PLAN
SS-1
30 GENERAL NOTES PAVEMENT MARKING LEGEND

SIGNING NOTES SIGN LEGEND (NEW SIGNS ONLY)
C-18093 MATCHLINE - STA 10+82 SEE ABOVE RIGHT MATCHLINE - STA 10+82 SEE BELOW LEFT MATCHLINE - STA 23+78 SEE SHEET SS-2

RIGHT LANE

TURN RIGHT
MUST

BIKE LANE BEGIN
END
BEGIN

RIGHT TURN LANE

YIELD TO BIKES
N/A
N/A
N/A
03 / 23 / 2026 03 / 23 / 2026
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PLEASANT VALLEY ROAD 5' 12' 2' 12' 2'6' 5' 12' 2' 12' 2'6' 2' PLEASANT VALLEY ROAD 5' 12' 2' 12' 2'6' 5' 12' 2' 12' 2'6' Know what'sbelow.

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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26

GENERAL NOTES PAVEMENT DELINEATION NOTES
NORTH

SIGNING AND STRIPING PLAN
SS-2
31 PAVEMENT MARKING LEGEND

SIGN LEGEND (NEW SIGNS ONLY)
C-18094 MATCHLINE - STA 23+78 SEE SHEET SS-1 MATCHLINE - STA 36+75 SEE BELOW LEFT MATCHLINE - STA 36+75 SEE ABOVE RIGHT MATCHLINE - STA 49+71 SEE SHEET SS-3

RIGHT LANE

TURN RIGHT
MUST

BIKE LANE BEGIN
END
BEGIN

RIGHT TURN LANE

YIELD TO BIKES
N/A
N/A
N/A
03 / 23 / 2026 03 / 23 / 2026
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PLEASANT VALLEY ROAD SOUTHFIELD ROAD 5' 12' 12' 5' 12' 2' 12' 2'6' 5' 12' 12' 2'6' 2' 7' 5' 12' 13' 5' 12' 12' 2' 2' 5' 12' 13' 2' 2' 2' PLEASANT VALLEY ROAD 5' 12' 2' 12' 2'6' 5' 12' 2' 12' 2'6' Know what'sbelow.

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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26

GENERAL NOTES
NORTH

SIGNING AND STRIPING PLAN
SS-3
32 PAVEMENT DELINEATION NOTES PAVEMENT MARKING LEGEND

SIGNING NOTES SIGN LEGEND (NEW SIGNS ONLY)
C-18095 MATCHLINE - STA 49+71 SEE SHEET SS-2 MATCHLINE - STA 62+68 SEE ABOVE RIGHT MATCHLINE - STA 62+68 SEE BELOW LEFT MATCHLINE - STA 75+64 SEE SHEET SS-4

RIGHT LANE

TURN RIGHT
MUST

BIKE LANE BEGIN
END
BEGIN

RIGHT TURN LANE

YIELD TO BIKES
N/A
N/A
N/A
03 / 23 / 2026 03 / 23 / 2026
03 / 19 / 2026
03 / 19 / 2026

PLEASANT VALLEY ROAD
U.P.R.R. E. 5TH
STREET 12' 12' 2'5' 27' 12' 14' 2'5' 19' 5'2' 5'2' 10' 15' 2'5' 6' 13' 2' 9' Know what'sbelow.

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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26
NORTH

SIGNING AND STRIPING PLAN
SS-4
33 GENERAL NOTES PAVEMENT DELINEATION NOTES PAVEMENT MARKING LEGEND

SIGNING NOTES SIGN LEGEND (NEW SIGNS ONLY)
C-18096 MATCHLINE - STA 75+64 SEE SHEET SS-3

RIGHT LANE

TURN RIGHT
MUST

BIKE LANE BEGIN
END
BEGIN

RIGHT TURN LANE

YIELD TO BIKES
N/A
N/A
N/A
03 / 23 / 2026 03 / 23 / 2026
03 / 19 / 2026
03 / 19 / 2026

PLEASANT VALLEY ROAD LAS POSAS ROAD

PLEASANT VALLEY ROAD
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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26
NORTH

BMP NOTES EROSION CONTROL
34 GENERAL NOTES
LEGEND:
’ STORM WATER POLLUTION PLAN
EC-1

MAINTENANCE NOTES
C-18097 MATCHLINE - STA 10+82 SEE ABOVE RIGHT MATCHLINE - STA 10+82 SEE BELOW LEFT MATCHLINE - STA 23+78 SEE SHEET EC-2 N/A
N/A
N/A
N/A
03 / 23 / 2026
03 / 20 / 2026
03 / 19 / 2026

PLEASANT VALLEY ROAD

PLEASANT VALLEY ROAD
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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26
NORTH

STORM WATER POLLUTION PLAN
EC-2
35 GENERAL NOTES
’
LEGEND: EROSION CONTROL

MAINTENANCE NOTES

BMP NOTES
C-18097A MATCHLINE - STA 23+78 SEE SHEET EC-1 MATCHLINE - STA 36+75 SEE BELOW LEFT MATCHLINE - STA 36+75 SEE ABOVE RIGHT MATCHLINE - STA 49+71 SEE SHEET EC-3 N/A
N/A
N/A
N/A
03 / 23 / 2026
03 / 20 / 2026
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PLEASANT VALLEY ROAD SOUTHFIELD ROAD

PLEASANT VALLEY ROAD
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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26
NORTH

STORM WATER POLLUTION PLAN
EC-3
36 GENERAL NOTES
’
LEGEND: EROSION CONTROL

MAINTENANCE NOTES

BMP NOTES
C-18097B MATCHLINE - STA 49+71 SEE SHEET EC-2 MATCHLINE - STA 62+68 SEE ABOVE RIGHT MATCHLINE - STA 62+68 SEE BELOW LEFT MATCHLINE - STA 75+64 SEE SHEET EC-4 N/A
N/A
N/A
N/A
03 / 23 / 2026
03 / 20 / 2026
03 / 19 / 2026

PLEASANT VALLEY ROAD
U.P.R.R. E. 5TH
STREET
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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26
NORTH

STORM WATER POLLUTION PLAN
EC-4
37 SWPPP GENERAL NOTES
LEGEND:

EROSION CONTROL

MAINTENANCE NOTES

BMP NOTES
C-18097C MATCHLINE - STA 75+64 SEE SHEET EC-3

GENERAL NOTES
’
N/A
N/A
N/A
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03 / 20 / 2026
03 / 19 / 2026
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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26
07 GRAVEL BAG BARRIER

STORM WATER POLLUTION DETAILS
EC-5
38 GRAVEL BAG CHECK DAM DETAIL 04
08 FIBER ROLLS (PER CASQA SE-5 DETAIL)
ERTEC®
”
Construction Details
Unprotected drainage inlet ERTEC
®
Combo Guardä
Protected drainage inlet
09 CITY OF CAMARILLO VEHICLE / EQUIPMENT FUELING DETAIL 05 CITY OF CAMARILLO CONCRETE WASTE MANAGEMENT DETAIL
03 CITY OF CAMARILLO MATERIAL STORAGE AND DELIVERY DETAIL 01 CITY OF CAMARILLO CATCH BASIN/INLET PROTECTION DETAIL 02 CITY OF CAMARILLO STABALIZED CONTSTRUCTION ENTRANCE DETAIL 06 CITY OF CAMARILLO EQUIPMENT REPAIR/MAINTENANCE DETAIL 10 CASQA VELOCITY DISSIPATION DEVICE DETAIL
C-18097D
N/A
N/A
N/A
N/A
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03 / 20 / 2026
03 / 19 / 2026
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PLEASANT VALLEY ROAD

BIKE LANES
39 2/26/26

STORM WATER POLLUTION DETAILS
EC-6
39 C-18097E
Notes:

NOTES:

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City of Camarillo
Public Works Department
Capital Projects

NOTICE TO BIDDERS, PROPOSAL, CONTRACT

AND SPECIFICATIONS

FOR THE CONSTRUCTION OF
Pleasant Valley Road Bike Lanes
Project No. ST-5006
Federal Project No. CML-5393(036)
(RE-BID)
Volume 2 of 2
Appendices

BID OPENING
April 21, 2026 AT 3:00 P.M.

James Campero Andrew Grubb, PE
Assistant Director of Public Works, Principal Civil Engineer City Engineer
R.C.E. 76459, Exp. 12/31/2026
Project No. ST-5006, CML-5393(036)
Appendices

APPENDICES
A. Permits

1. Caltrans Encroachment Permit

2. County of Ventura Encroachment Permit

3. Regional Water Quality Control Board – 401 Permit

4. U.S. Army Corps of Engineers – 404 Permit

5. California Department of Fish and Wildlife – 1602 Permit B. Standards

1. City of Camarillo Standards

2. State of California, Department of Transportation Standards C. Federal and State Requirements

1. Required Contract Provisions

2. Mitigation Monitoring and Reporting Program
D. Storm Water

1. Storm Water Pollution Prevention Control Plan (SWPPP) template

2. Post-Construction Stormwater Management Plan (PCSMP)

3. Final Drainage Memorandum
E. Prevailing Wage Rates

1. Federal Prevailing Wage Rates

2. State Prevailing Wage Rates
F. Right of Way

1. Permits to Enter
G. Geotechnical Report

1. Geotechnical Report
H. City of Camarillo Quality Assurance Program (QAP)

1. City of Camarillo Quality Assurance Program (QAP)
I. Record Drawings

1. Posted on PlanetBids

Project No. ST-5006, CML-5393(036)
Appendices
APPENDIX A – PERMITS

1. Caltrans Encroachment Permit
a. Contractor to provide Traffic Control Plans
b. Contractor shall obtain Caltrans Encroachment Permit https://ceps.dot.ca.gov/

2. County of Ventura Encroachment Permit
a. Contractor to provide Traffic Control Plans
b. Contractor shall obtain County of Ventura Encroachment Permit https://publicworks.venturacounty.gov/encroachment-permitsapplication/

Project No. ST-5006, CML-5393(036)
Appendices
APPENDIX A – PERMITS

3. Regional Water Quality Control Board - 401 Permit

February 2, 2026
Man Voong
Los Angeles Regional Water Quality Control Board
320 West 4th Street, Suite 200
Los Angeles CA 90013
SUBJECT: Amendment Request for the Clean Water Act Section 401 Water Quality Certification and Order for the Pleasant Valley Road Bike Lanes Project (File Number 24-026) Dear Man Voong:

The City of Camarillo Public Works Department (City) received a Clean Water Act Section 401 Water Quality Certification (WQC)and Order for the Pleasant Valley Road Bike Lanes Project (Project), WDID 4WQC40124026, R4 File Number 24-026, effective November 24, 2025 (see Attachment A). The WQC contained discrepancies in the reported impact acreages and corresponding mitigation quantities. Therefore, the City formally requests an amendment to the WQC to correct these discrepancies. This amendment request does not propose any changes to the approved project footprint, construction methods, or extent of impacts.

As confirmed via email on October 9, 2025, the Project will result in 0.50 acre of temporary impacts on non-wetland waters of the state (see Attachment B). The WQC incorrectly identifies

0.48 acre on page 4 and in Table 1 and Table 4. Table 1 and Table 4 of the WQC should be revised to reflect the correct temporary impact acreage of 0.50 acre, as summarized in Table 1 and Table 2 below.

Table 1. Total Project Fill/Excavation Quantity
Aquatic
Resource
Type
Temporary Impact Permanent Impact
Physical Loss of
Area
Degradation of
Ecological Condition
Only
Acres CY2 LF Acres CY2 LF Acres CY2 LF
Stream
Channel

0.50 0.34 6,670

Table 2. Required Project Mitigation Quantity for Temporary Impacts Aquatic
Resource
Type
Mit. Type Units
Method
Est. Re-est. Reh. Enh. Pres. Unknown
Stream
Channel
PR Acres 0.50

compensatory mitigation. This acreage is inconsistent with the permanent impact area of 0.34 acre identified on page 4 and summarized in Table 1 of the WQC. The correct permanent impact area is 0.34 acre. Based on the required 2:1 area replacement ratio, the compensatory mitigation requirement identified in Section 1 Compensatory Mitigation Plan on page 19 should be revised from 0.78 acre to 0.68 acre of rehabilitation credits.

The City also requests a revision to the mitigation credit quantities identified in Section 3 Total Required Compensatory Mitigation on page 19 to reflect current mitigation bank credit availability. At the time the Draft Agreement of Sale of Credits was prepared, Petersen Ranch Mitigation Bank did not have sufficient seasonal wetland rehabilitation credits available to satisfy the full mitigation requirement. The required 0.68 acre of compensatory mitigation would therefore be fulfilled through the purchase of 0.18 acre of 1600 seasonal wetland rehabilitation credits and 0.50 acre of 1600 non-wetland riparian rehabilitation credits. These revised mitigation quantities should also be reflected in Table 5 of the WQC (see Table 3).

Table 3. Required Project Compensatory Mitigation Quantity Aquatic
Resource
Type
Comp Mit.

Type
Units Method
Est. Re-est. Reh. Enh. Pres. Unknown
Wetland MB Acres 0.18
Riparian
Zone
MB Acres 0.50
Thank you for your attention to this matter. If you require additional information, or have any questions, please contact me.

Sincerely,
James Campero, Assistant Director of Public Works/City Engineer City of Camarillo Public Works Department
(805) 388-5340
[email protected]

Attachment A
Clean Water Act Section 401 Water Quality Certification and Order for the Pleasant Valley Road Bike Lanes Project
R4 File Number 24-026

Los Angeles Regional Water Quality Control Board
CLEAN WATER ACT SECTION 401 WATER QUALITY CERTIFICATION AND ORDER Effective Date: November 24, 2025 Reg. Meas. ID: 455843 Place ID: 893481
Program Type: Fill/Excavation WDID: 4WQC40124026
NWP: 42
USACOE#:

R4 File No:

SPL-2024-00141-LKB
24-026

Project Type: Roads and Highways
Project: Pleasant Valley Road Bike Lanes Project (Project) Applicant: City of Camarillo Public Works Department
Applicant Contact: James Campero
Assistant Director of Public Works – City Engineer
City of Camarillo Public Works Department
601 Carmen Drive
Camarillo, CA 93011
Phone: (805) 388-5340
Email:[email protected]
Applicant’s Agent: Marieka Schrader
Senior Associate Environmental Planner/Biologist
GPA Consulting
617 South Olive Street, Suite 910
Los Angeles, CA 90014
Phone: (310) 792-2690
Email: [email protected]
Water Board Staff: Man Voong
Engineering Geologist
320 West 4th Street, Suite 200
Los Angeles, California 90013
Phone: 213-576-6690
Email: [email protected]
Water Board Contact Person:

If you have any questions, please call the Los Angeles Regional Water Quality Control Board (Los Angeles Water Board) Staff listed above or (213) 576-6600 and ask to speak with the Water Quality Certification and Wetlands Unit Program Manager. When corresponding via email, please include our general email: [email protected].

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Place ID: 893481
File No. 24-026

Table of Contents
I. Order ............................................................................................................................... 3 II. Public Notice .................................................................................................................... 3 III. Project Purpose ............................................................................................................... 3 IV. Project Description ........................................................................................................... 3 V. Project Location ............................................................................................................... 4 VI. Project Impact and Receiving Waters Information ............................................................ 5 VII. Description of Direct Impacts to Waters of the State ........................................................ 5 VIII. Description of Indirect Impacts to Waters of the State ....... Error! Bookmark not defined.

IX. Avoidance and Minimization ............................................................................................. 5 X. Compensatory Mitigation ................................................................................................. 6 XI. California Environmental Quality Act (CEQA) ................................................................... 6 XII. Petitions for Reconsideration ........................................................................................... 7 XIII. Fees Received ................................................................................................................. 7 XIV. Conditions ........................................................................................................................ 7 XV. Water Quality Certification.............................................................................................. 20 Attachment A Maps
Attachment B Signatory Requirements
Attachment C Report and Notification Requirements
Attachment D Conditions Justification

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Place ID: 893481
File No. 24-026

I. Order
This Clean Water Act (CWA) section 401 Water Quality Certification action and Order (Order) is issued at the request of City of Camarillo (hereinafter Permittee) for the Project. This Order is for the purpose described in the application and supplemental information submitted by the Permittee.

The application was received on February 14, 2024. The application was deemed complete on January 22, 2025.

II. Public Notice
The Los Angeles Water Board provided public notice of the application pursuant to California Code of Regulations, title 23, section 3858 from February 16, 2024, to the effective date of the Order. The Los Angeles Water Board did not receive any comments during the comment period.

III. Project Purpose
The purpose of the project is to widen the existing Pleasant Valley Road to construct bike lanes in each direction. This would minimize conflict between vehicular traffic and bicycles and promote a safe and efficient route for bicycle commuters. The project will also restore the flow capacity of two unnamed stream channels and repair their damaged and eroded banks.

IV. Project Description
Background
The project is located within the City of Camarillo, in the southern portion of the County of Ventura.

Pleasant Valley Road at the Project location consists of a 24- to 25-foot-wide, two-lane road with traffic traveling east or west. The road intersects North Las Posas Road to the West and 5th street to the East.

Two unnamed drainage channels run along both the east and west side Las Posas Road. These channels flow south towards the intersection of Pleasant Valley Road where they turn 90 degrees and continue flowing west and east along the northern shoulder of Pleasant Valley Road. The channels flow intermittently when they receive drainage from the adjacent farmland, roadway, and other nearby land uses through sheet flow. Vegetation can be found growing on top of the banks, on the banks, or within the channels throughout different portions of the channels A small portion of the channel running along Las Posas Road is entirely earthen, with the rest of the channel running along Las Posas Road and Pleasant Valley Road consisting of a trapezoidal shaped channel with eroded grouted concrete banks and a soft bottom. Nine concrete box culverts are located under nine asphalted concrete driveways. Erosion of the banks of the eastern channel has led to greater sedimentation of the channel running along Las Posas and has reduced flow capacity. In addition, existing flows along the channel flowing east along Pleasant Valley Road have eroded the south bank with visible signs of scouring.

Project activities
The overall project size is estimated at 9.02 acres with a timeline of 10 months. The existing driveways and culverts will be replaced, and the eastern channel will be excavated and recontoured with either concrete lining or soft bottom. In addition, modular wetlands will be installed.

More specifically, the Project will include the following activities:
a. A cofferdam, made of gravel bags and plastic sheeting, will be installed in the north drainage channel between the driveways. The cofferdam will divert flow from the upstream channel downstream through the dry work area through 12-inch piping with an energy dissipation

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Place ID: 893481
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installed at the downstream end of the pipe. A pump will be sized based on the flow of a 2- year, 24-hour storm.
b. All vegetation located within the channel or banks will be removed. c. A portion of the channel will be converted to a U-shaped channel, with concrete lining on three sides, which will require 1,100 CY of concrete fill. The U-shaped channel will cover

0.208 acres of waters.
d. Nine modular wetlands will be installed to filter runoff prior to discharge into the channel, transitioning into a trapezoidal channel. Three units will be sized at four feet by eight feet, and six units will be sized at four feet by twenty-one feet. Installation will require the excavation of 54 CY of material and fill of 30 CY of 6-inch aggregate and 41 CY of soil. The modular wetlands will impact 0.0076 acres of waters.
e. Certain segments of the channel will be excavated and recontoured into a trapezoidal shape, with concrete lining of the banks and a soft bottom. The segments will require 1,500 cubic yards of concrete fill. The new concrete trapezoidal channels will cover 0.118 acres of waters.
f. In addition, all the existing driveways, mailboxes, and culverts running under the driveways will be demolished, replaced, and widened. The newly widened portions of the driveway will cover 0.0039 acres of waters.
a. 1,500 cubic yards (CY) of fill will be excavated from the channels and 4,000 CY will be used for structure backfill for recontouring. 70,000 square feet of welded wire mesh will also be included for the modifications of the unnamed drainage. Additionally, 6,400 linear feet of concrete curb and gutter will be added. Excavated material will be reused onsite if practical, and the rest will be transported off site for disposal.

Once construction is completed, the coffer dam and conveyance system will be removed.

Temporarily impacted areas will be restored to pre-project conditions once construction is complete.

Post-construction maintenance of the channel was not proposed by the applicant.

Vehicles and equipment consist of a backhoe loader, front-end loader, cold planer, concrete pump, saw cutter, small water pumps, asphalt paver, dump truck, compact roller, bulldozer, excavator, motor grader, bobcat, and small hand tools. These vehicles and equipment will be staged along Pleasant Valley Road just east of Southfield Road in the widened shoulder section of roadway along the north curb line. Construction activities will take place in the channel; however, vehicles will be operated mostly from the roadway.

Demolition, construction, and removal of vegetation will result in 0.48 acres of temporary impact to the waters of the state. Excavation, recontouring, and relining of the banks and the bottom for certain portions of channel will degrade existing habitat and permanently impact 0.34 acre of waters of the state.

V. Project Location
The project is located within Camarillo, in Ventura County, southeast of Camarillo Airport and south of State Route 101 (US 101).

Latitude Longitude

34.205567 -119.069134
Maps and Figures showing the Project location are found in Attachment A of this Order.

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Place ID: 893481
File No. 24-026

VI. Project Impact and Receiving Waters Information
The Project is located within the jurisdiction of the Los Angeles Water Board. Receiving waters and groundwater potentially impacted by this Project are protected in accordance with the applicable water quality control plan (Basin Plan) for the region and other plans and policies which may be accessed online at: http://www.waterboards.ca.gov/plans_policies/. The Basin Plan includes water quality standards, which consist of existing and potential beneficial uses of waters of the state, water quality objectives to protect those uses, and the state and federal antidegradation policies.

It is the policy of the State of California that every human being has the right to safe, clean, affordable, and accessible water adequate for human consumption, cooking, and sanitary purposes.

This Order promotes that policy by requiring discharges to meet contaminant levels designed to protect human health and ensure that water is safe for domestic use.

Receiving Water: Unnamed drainage tributary to Calleguas Creek Reach 4 (Revlon Slough) (Hydrologic Unit Code: 180701030106
Designated Beneficial
Uses:

MUN*, IND, AGR, GWR, REC-1, REC-2, WARM, WILD, WET
*Conditional beneficial use
VII. Description of Direct Impacts to Waters of the State Total Project fill/excavation quantities for all impacts are summarized in Table 1. Permanent impacts are categorized as those resulting in a physical loss in area and also those degrading ecological condition only.

Table [1]: Total Project Fill/Excavation Quantity
Aquatic
Resource Type
Temporary Impact1
Permanent Impact
Physical Loss of Area Degradation of Ecological
Condition Only
Acres CY2 LF Acres CY LF Acres CY LF
Stream Channel 0.48 0.34 6,670
VIII. Avoidance and Minimization
The Project qualified as a tier 3 project and the Project is the least environmentally damaging practicable alternative. (State Wetland Definition and Procedures for Discharges of Dredged or Fill Material to Waters of the State, section IV.A.1.h).

Four alternatives were analyzed for the project during the development of the design. Alternatives were assessed for feasibility based on design feasibility, hydraulic capacity of the drainage, 1 Includes only temporary direct impacts to waters of the state and does not include upland areas of temporary disturbance which could result in a discharge to waters of the state. 2 Cubic Yards (CY); Linear Feet (LF)

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inclusion of stormwater pre-treatment and water quality BMPs, need for right of way, cost, and environmental impacts. These alternatives are discussed in more detail below.

Alternative 1 – Earthen Channel
The project would maintain an earthen channel. The alternative was rejected due to the finer soils texture present on site and the current channel slopes. Finer soil particles are more easily transported and steeper bank slopes (1:1 bank rise over run ratio) increase flow velocity, which would increase erosion and degrade bank stability. Bank slopes would need a greater than 4:1 ratio, to maintain integrity and require a 25-feet encroachment to the adjacent agricultural properties and utility pole relocations. The additional property acquisition and utility pole relocations would result in increased costs and impact agricultural lands.

Alternative 2 - Vegetated Channel
Alternative 2 included a recontoured drainage channel with a vegetated swale on the north side of the roadway and a mountable dike on the south side. Alternative 2 was rejected because vegetated swales would need a 10 percent minimum slope, requiring a 53-foot encroachment into the adjacent agricultural properties and utility pole relocations. The additional property acquisition and utility pole relocations would result in increased costs and impact agricultural lands.

Alternative 3 - Earthen Bottomed Channel with Geogrid and Rock Slope Protection Lined Slopes Alternative 3 included a recontoured channel with rock slope protection (RSP) over a geogrid.

Alternative 3 was rejected because the use of RSP requires side slopes be greater than 4:1 ratio, and would require a 25-foot encroachment into the adjacent agricultural properties and utility pole relocations. The additional property acquisition and utility pole relocations would result in increased costs and impact agricultural lands. In addition, the geogrid would also require additional maintenance cost.

Alternative 4 - Earthen Bottomed Channel with Concrete Lined Slopes and Concrete-Lined UChannel Alternative 4 includes a combination of an earthen-bottomed channel with concrete-lined slopes and a concrete-lined U-channel on the north side of the roadway. A concrete curb and gutter with drainage inlets and nine modular wetlands are included to meet Green Streets requirements and stormwater pre-treatment and water quality BMPs. For most of the length of the project, the channel would be earthen bottomed with concrete-lined slopes, but a concrete-line U channel would be needed in the areas where the modular wetlands are installed due to the width constraints within the corridor. Alternative 4 was the preferred alternative because stormwater pre-treatment and water filtration maintains the hydraulic capacity of the channel and it does not incur additional cost through property acquisition and utility pole relocations.

IX. Compensatory Mitigation
The Permittee has agreed to provide compensatory mitigation described in section XIV.H for temporary impacts resulting in temporal loss and/or permanent degradation of ecological condition.

The Permittee has agreed to provide compensatory mitigation for direct impacts, described in section XIV. I for 0.39 acre of permanent impacts to waters of the state.

X. California Environmental Quality Act (CEQA)
The City of Camarillo, as lead agency, adopted an initial study/negative declaration (IS/ND) (State Clearinghouse (SCH) No. 2022010540) for the Project on March 1, 2022, and filed a Notice of

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Place ID: 893481
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Determination (NOD) at the SCH on April 15, 2023. The Los Angeles Water Board is a responsible agency under CEQA (Pub. Resources Code, § 21069) and in making its determinations and findings, must presume that City of Camarillo’s adopted environmental document comports with the requirements of CEQA and is valid. (Cal. Code Regs., tit. 14 § 15096(e); Pub. Resources Code, § 21167.2) The Los Angeles Water Board has reviewed and considered the environmental document and finds that the environmental document prepared by City of Camarillo adequately addresses the Project’s water resource impacts. (Cal. Code Regs., tit. 14, § 15096, subd. (f).) XI. Petitions for Reconsideration
Any person aggrieved by this action may petition the State Water Board to reconsider this Order in accordance with California Code of Regulations, title 23, section 3867. A petition for reconsideration must be submitted in writing and received within 30 calendar days of the issuance of this Order.

XII. Fees Received
The fee amount for the proposed project has been determined as required by California Code of Regulations, title 23, sections 3833(b)(3) and 2200(a)(3), and was calculated as Fill and Excavation Discharges with the dredge and fill fee calculator.

Table 2: Record of Fees Received
Date Received Check No. Amount
March 6, 2024 187967 $2,985
October 20, 2025 204266 $19,366
Total $22,351
XIII. Findings

1. This Order is adopted pursuant to section 401 of the Clean Water Act and the California PorterCologne Water Quality Control Act (Cal. Water Code § § 13000, et seq.). Discharges to waters of the state are prohibited except when in accordance with Water Code section 13264.

Notwithstanding any determinations made by the U.S. Army Corps or other federal agency pursuant to 40 C.F.R. section 121.9, dischargers must comply with the entirety of this Order because the Order also serves as waste discharge requirements in accordance with State Water Board Water Quality General Order No. 2003-0017-DWQ.

2. Failure to comply with any condition of this Order shall constitute a violation of the PorterCologne Water Quality Control and the Clean Water Act. The Permittee and/or discharger may then be subject to administrative and/or civil liability pursuant to Water Code section 13385.

3. In the event of any violation or threatened violation of the conditions of this Order, the violation or threatened violation shall be subject to any remedies, penalties, process, or sanctions as provided for under state and federal law.

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4. In response to a suspected violation of any condition of this Order, the Water Board may require the holder of this Order to furnish, under penalty of perjury, any technical or monitoring reports the Water Boards deem appropriate, provided that the burden, including costs, of the reports shall bear a reasonable relationship to the need for the reports and the benefits to be obtained from the reports. The additional monitoring requirements ensure that permitted discharges and activities comport with any applicable effluent limitations, water quality standards, and/or other appropriate requirement of state law.

5. This Order and all of its conditions contained herein continue to have full force and effect regardless of the expiration or revocation of any federal license or permit issued for the Project.

6. This Order does not provide coverage under the Construction General Permit. As applicable, dischargers shall maintain compliance with conditions described in, and required by, the NPDES General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (Order No. 2009-009-DWQ; NPDES No. CAS000002 as amended by Order No. 2010- 0014-DWQ, Order No. 2012-0006-DWQ, Order WQ 2022-0057-DWQ and any amendments thereto) (General Construction Permit). Enrollment in the Construction General Permit may be required for construction activity resulting in a land disturbance of one acre or more, or less than one acre but part of a larger common plan of development or sale. For projects with ground disturbing activities that require enrollment in the Construction General Permit, dischargers shall maintain compliance with conditions described in, and required by the Permit. For ground disturbing activities that do not require enrollment in Order No. 2009-0009-DWQ, project plans included with the application shall include appropriate erosion and sediment control measures as described in the Best Management Practices Section below.

7. This Order does not authorize any act which results in the taking of a threatened, endangered or candidate species or any act, which is now prohibited, or becomes prohibited in the future, under either the California Endangered Species Act (Fish & Wildlife Code, sections 2050-2097) or the federal Endangered Species Act (16 U.S.C. sections 1531-1544). If a “take” will result from any act authorized under this Order held by the discharger, the discharger must obtain authorization for the take prior to any construction or operation of the portion of the Project that may result in a take. The discharger is responsible for meeting all requirements of the applicable endangered species act for the Project authorized under this Order.

8. This Order includes monitoring and reporting requirements pursuant to Water Code section 13267. The burden of preparing these reports, including costs, are reasonable to the need and benefits of obtaining the reports. The reports confirm that the best management practices required under this Order are sufficient to protect beneficial uses and water quality objectives.

The reports related to accidental discharges also ensure that corrective actions, if any, that are necessary to minimize the impact or clean up such discharges can be taken as soon as possible. The anticipated costs are minimal as the reporting obligations require only visual monitoring, in-field measurements, and notification reporting.

XIV. Conditions
The Los Angeles Water Board has independently reviewed the record of the Project to analyze impacts to water quality and designated beneficial uses within the watershed of the Project. In accordance with this Order, the Permittee may proceed with the Project under the following terms and conditions. This Order provides reasonable assurance that the Project authorized under this

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Place ID: 893481
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Order will comply with state and federally approved water quality requirements, provided that the following conditions are adhered to.

A. Authorization
Impacts to waters of the state shall not exceed quantities shown in Table 1.

B. Reporting and Notification Requirements
Requirements for the content of these reporting and notification types are detailed in Attachment C, including specifications for photo and map documentation during the Project. Written reports and notifications must be submitted using the Reporting and Notification Cover Sheet located in Attachment C, which must be signed by the Permittee or an authorized representative.

1. Project Reporting
a. Annual Reporting: The Permittee shall submit an Annual Report each year on the anniversary of Project effective date. Annual Reporting requirements are detailed in Attachment C. Annual reporting shall continue until a Notice of Project Complete Letter is issued to the Permittee.

2. Project Status Notifications
a. Commencement of Construction: The Permittee shall submit a Commencement of Construction Report at least seven (7) days prior to start of initial ground disturbance activities.
b. Request for Notice of Project Complete Letter: The Permittee shall submit a Request for Notice of Project Complete Letter when construction and/or any post-construction monitoring is complete,3
and no further Project activities will occur. This request shall be submitted to Los Angeles Water Board staff within thirty (30) days following completion of all Project activities. Upon approval of the request, Los Angeles Water Board staff shall issue a Notice of Project Complete Letter to the Permittee which will end the post discharge monitoring period and associated annual fees.

3. Conditional Notifications and Reports: The following notifications and reports are required as appropriate.
a. Accidental Discharges of Hazardous Materials4
Following an accidental discharge of a reportable quantity of a hazardous material, sewage, or an unknown material, the following applies (Wat. Code, § 13271):
3 Completion of post-construction monitoring shall be determined by Los Angeles Water Board staff and shall be contingent on successful attainment of restoration and mitigation performance criteria. 4 "Hazardous material" means any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into the workplace or the environment. "Hazardous materials" include, but are not limited to, hazardous substances, hazardous waste, and any material that a handler or the administering agency has a reasonable basis for believing that it would be injurious to the health and safety of persons or harmful to the environment if released into the workplace or the environment. (Health & Saf. Code, § 25501.)

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i. As soon as (A) the Permittee has knowledge of the discharge or noncompliance, (B) notification is possible, and (C) notification can be provided without substantially impeding cleanup or other emergency measures then:
x first call – 911 (to notify local response agency)
x then call – Office of Emergency Services (OES) State Warning Center at:
(800) 852-7550 or (916) 845-8911
Lastly, follow the required OES procedures as set forth in the Office of Emergency Services’ Accidental Discharge Notification Web Page https://www.caloes.ca.gov/office-of-the-director/operations/responseoperations/fire-rescue/hazardous-materials/spill-release-reporting/ ii. Following notification to OES, the Permittee shall notify the Los Angeles Water Board, as soon as practicable (ideally within 24 hours). Notification may be via telephone, e-mail, or delivered written notice.
iii. Within five (5) working days of notification to the Los Angeles Water Board, the Permittee must submit an Accidental Discharge of Hazardous Material Report. b. Violation of Compliance with Water Quality Standards: The Permittee shall notify the Los Angeles Water Board of any event causing a violation of compliance with water quality standards. Notification may be via telephone, e-mail, or delivered written notice. i. Examples of noncompliance events include: lack of any reporting in a timely manner, lack of storm water treatment following a rain event, discharges causing a visible plume in a water of the state, water contact with uncured concrete, and exceedances of limits for the analytes for In-Water Work or Diversions listed below. ii. This notification must be followed within three (3) working days by submission of a Violation of Compliance with Water Quality Standards Report. c. In-Water Work or Diversion
i. If stream diversion will be necessary, the Permittee shall submit to Los Angeles Water Board staff a Stream Diversion Plan, with a diagram and a narrative description of the method to divert the stream and associated Best Management Practices (BMPs) for acceptance, at least 30 days in advance of any stream diversion.
ii. During stream diversion or in-water work, water quality monitoring shall be conducted. Requirements for water quality monitoring are below. iii. The Permittee shall notify the Los Angeles Water Board at least forty-eight (48) hours prior to initiating work in water or stream diversions. Notification may be via telephone, e-mail, or delivered written notice.
iv. Within three (3) working days following completion of work in water or stream diversions, an In-Water Work/Diversions Water Quality Monitoring Report must be submitted to Los Angeles Water Board staff.

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Place ID: 893481
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d. Modifications to Project: Project modifications may require an amendment of this Order.

The Permittee shall give advance notice to Los Angeles Water Board staff if Project implementation as described in the application materials is altered in any way or by the imposition of subsequent permit conditions by any local, state or federal regulatory authority by submitting a Modifications to Project Report. The Permittee shall inform Los Angeles Water Board staff of any Project modifications that will interfere with the Permittee’s compliance with this Order.
e. Transfer of Property Ownership: This Order is not transferable in its entirety or in part to any person or organization except after receiving certification for the Project from the Los Angeles Water Board. In addition:
i. The Permittee must notify the Los Angeles Water Board of any change in ownership or interest in ownership of the Project area by submitting a Transfer of Property Ownership Report. The Permittee and purchaser must sign and date the notification and provide such notification to the Los Angeles Water Board at least 30 days prior to the transfer of ownership.
ii. Until such time as a new Order has been issued, the Permittee shall continue to be responsible for all requirements set forth in this Order.

C. Water Quality Monitoring

1. General: If surface water is present, continuous visual surface water monitoring shall be conducted to detect accidental discharge of construction related pollutants (e.g., oil and grease, turbidity plume, or uncured concrete).

2. Accidental Discharges/Noncompliance: Upon occurrence of an accidental discharge of hazardous materials or a violation of compliance with a water quality standard, Los Angeles Water Board staff may require water quality monitoring based on the discharge constituents and/or related water quality objectives and beneficial uses.

3. In-Water Work or Diversions:

For projects involving planned work in water or stream diversions, a water quality monitoring plan shall be submitted to Los Angeles Water Board staff for acceptance at least 30 days in advance of any discharge to the affected water body. Water quality monitoring shall be conducted in accordance with the approved plan.

During planned work in water or stream diversions, any discharge(s) to waters of the state shall conform to the following water quality standards:
a. Oil and Grease. Waters shall not contain oils, greases, waxes or other materials in concentrations that result in a visible film or coating on the surface of the water or on objects in the water, that cause nuisance, or that otherwise adversely affect beneficial uses.

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Place ID: 893481
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b. Dissolved Oxygen. At a minimum, the mean annual dissolved oxygen concentration of all waters shall be greater than 7 mg/L, and no single determination shall be less than 5.0 mg/L, except when natural conditions cause lesser concentrations.

The dissolved oxygen content of all surface waters designated as WARM shall not be depressed below 5 mg/L as a result of waste discharges. c. pH. The pH of inland surface waters shall not be depressed below 6.5 or raised above 8.5 as a result of waste discharges. Ambient pH levels shall not be changed more than 0.5 units from natural conditions as a result of waste discharge. d. Turbidity. Downstream TSS shall be maintained at ambient levels. Where natural turbidity is between 0 and 50 Nephelometric Turbidity Units (NTU), increases shall not exceed 20%. Where natural turbidity is greater than 50 NTU, increases shall not exceed 10%.

Sampling shall be conducted in accordance with Table 3 sampling parameters. 5 Table 3: Sample Type and Frequency Requirements
Parameter Unit of
Measurement
Type of
Sample Minimum Frequency
Oil and Grease N/A Visual Continuous
Dissolved Oxygen mg/L & %
saturation Grab Daily for the first week,
weekly, thereafter
pH Standard Units Grab Daily for the first week,
weekly, thereafter
Turbidity NTU Grab Daily for the first week,
weekly, thereafter
Temperature °F (or as °C) Grab Daily for the first week, weekly, thereafter
Baseline sampling shall be conducted at a minimum of one location within the project boundary for each phase. All other sampling shall take place at a minimum of two locations. In streams or flowing water, the sample locations shall be upstream and downstream of the Project. Results of the analyses shall be submitted to the Los Angeles Water Board by the 15th day of each subsequent sampling month. A map or drawing indicating the locations of sampling points shall be included with each submittal. A summary of results shall discuss the analysis. Every measurement not meeting the compliance limits shall be accompanied by an explanation, the actions taken to correct the degradation to waters, and addressed in Violation of Compliance with Water Quality Standards report described above. 5 Pollutants shall be analyzed using the analytical methods described in 40 Code of Federal Regulations Part 136; where no methods are specified for a given pollutant, the method shall be approved by Los Angeles Water Board staff. Grab samples shall be taken between the surface and mid-depth and not be collected at the same time each day to get a complete representation of variations in the receiving water. A hand-held field meter may be used, provided the meter utilizes a U.S. EPA-approved algorithm/method and is calibrated and maintained in accordance with the manufacturer’s instructions. A calibration and maintenance log for each meter used for monitoring shall be maintained onsite.

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D. Standard Conditions

1. This Order is subject to modification or revocation upon administrative or judicial review, including review and amendment pursuant to Water Code section 13330, and California Code of Regulations, title 23, chapter 28, Article 6 commencing with sections 3867-3869, inclusive.

Additionally, the Los Angeles Water Board reserves the right to suspend, cancel, or modify and reissue this Order, after providing notice to the Permittee, if the Los Angeles Water Board determines that: the Project fails to comply with any of the conditions of this Order; or, when necessary to implement any new or revised water quality standards and implementation plans adopted or approved pursuant to the Porter-Cologne Water Quality Control Act (Wat. Code, § 13000 et seq.) or federal Clean Water Act section 303 (33 U.S.C. § 1313). For purposes of Clean Water Act section 401(d), the condition constitutes a limitation necessary to assure compliance with water quality standards and appropriate requirements of state law.

2. This Order is not intended and shall not be construed to apply to any activity involving a hydroelectric facility requiring a Federal Energy Regulatory Commission (FERC) license or an amendment to a FERC license, unless the pertinent certification application was filed pursuant to subsection 3855(b) of chapter 28, title 23 of the California Code of Regulations, and that application specifically identified that a FERC license or amendment to a FERC license for a hydroelectric facility was being sought.

3. This Order is conditioned upon total payment of any fee required under title 23 of the California Code of Regulations and owed by the Permittee.

E. General Compliance

1. Permitted actions must not cause a violation of any applicable water quality standards, including impairment of designated beneficial uses for receiving waters as adopted in the Basin Plans by any applicable Los Angeles Water Board or any applicable State Water Board (collectively Water Boards) water quality control plan or policy. The source of any such discharge must be eliminated as soon as practicable.

2. Authorization under this Order is granted based on the application information submitted, including engineering plans, specifications, and technical reports. Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order.

F. Administrative

1. Signatory requirements for all document submittals required by this Order are presented in Attachment B of this Order.

2. The Permittee shall grant Los Angeles Water Board staff, or an authorized representative (including an authorized contractor acting as a Water Board representative), upon presentation of credentials and other documents as may be required by law, permission to:

1. Enter upon the Project or compensatory mitigation site(s) premises where a regulated facility or activity is located or conducted, or where records are kept.

2. Have access to and copy any records that are kept and are relevant to the Project or the requirements of this Order.

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3. Inspect any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this Order.

4. Sample or monitor for the purposes of assuring Order compliance.

3. A copy of this Order shall be provided to any consultants, contractors, and subcontractors working on the Project. Copies of this Order shall remain at the Project site for the duration of this Order. The Permittee shall be responsible for work conducted by its consultants, contractors, and any subcontractors.

4. A copy of this Order must be available at the Project site(s) during construction for review by site personnel and agencies. All personnel performing work on the Project shall be familiar with the content of this Order and its posted location at the Project site.

5. Lake and Streambed Alteration Agreement - The Permittee shall submit a signed copy of the Department of Fish and Wildlife’s lake and streambed alteration agreement to the Los Angeles Water Board immediately upon execution and prior to any discharge to waters of the state.

6. This Order shall expire five (5) years from date of this Order. The Applicant shall submit a complete application at least 90 days prior to termination of this Order if renewal is requested.

G. Best Management Practices

1. Site Management
a. During construction, proper solid waste procedures and practices shall be followed. All employees and subcontractors shall be responsible for maintaining the construction area clean and following the solid waste handling and storage procedures. Whenever possible, the production of solid waste shall be minimized.
b. Trash receptacles shall be provided where workers congregate for lunch and break periods.

Construction debris and litter from construction areas within the limits of the construction area shall be collected and placed in watertight dumpsters at least weekly regardless of whether the litter was generated by the contractor, the public, or others. Dumpsters of sufficient size and number shall be properly serviced. Full dumpsters shall be removed from the construction area and the contents shall be disposed outside the roadway right-of-way. c. Vehicle and equipment maintenance shall be required during construction. For maintenance occurring on site, the contractor shall select and designate an area to be used, subject to approval of the Resident Engineer, and implement appropriate controls for the activities to be performed.
d. Dedicated maintenance areas shall be on level ground and protected from storm water run-on and runoff and shall be located at least 50 feet from downstream drainage facilities and receiving waters. Absorbent spill cleanup materials and spill kits shall be available in maintenance areas. They shall be used on small spills instead of hosing down or burying techniques. Affected absorbent material and spill kits shall be removed promptly and disposed properly after use. Drip pans or absorbent pads shall be placed under vehicles and equipment when performing maintenance work that involves fluids. Vehicles and equipment maintenance areas shall not be left unattended during maintenance activities. Used batteries and tires, as well as any other vehicle or parts, oils, fluids, lubricants, used tires, and spill cleanup materials shall be properly disposed. Vehicles and equipment shall be inspected on each day of use for leaks. Any leaks shall be repaired immediately or removed from the construction area.

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Maintenance areas shall be inspected regularly. Inspection and maintenance of vehicle and equipment maintenance areas shall be properly documented.

2. Hazardous Materials
a. Procedures and practices shall be in place for the proper handling and storage of hazardous chemicals, soil stabilizers and binders, fertilizers, detergents, plaster, polymers, petroleum products, asphalt and concrete, pesticides and herbicides, and other materials. Employees and subcontractors shall be trained on the proper material delivery and storage practices. The temporary storage area shall be located away from vehicular traffic. Hazards materials shall be stored in accordance with applicable regulations.
b. Employees and subcontractors shall be educated on what a “significant spill” is for each material they use, and what the appropriate response is for the “significant” and “insignificant” spills. Employees and subcontractors shall also be educated on the potential dangers to humans and the environment from spills and leaks. To the extent that work can be accomplished safely, spills of oil; petroleum products; substances listed under 40 CFR parts 110, 117, and 302; and sanitary and septic wastes shall be contained and cleaned up immediately. Proper storage, clean-up, and spill reporting instruction for hazardous materials stored or used on the construction area shall be posted at all times in an open, conspicuous, and accessible location.
c. Employees, subcontractors, and suppliers shall be educated on concrete waste management techniques. Portland cement concrete and asphalt concrete waste shall not be allowed to enter storm drainage systems or watercourses. On-site concrete working tasks, such as saw cutting, coring, grinding, and grooving, shall be monitored. Residue from saw cutting, coring, and grinding operations shall be picked up by means of a vacuum device. Residue shall not be allowed to flow across the pavement and shall not be left on the pavement surface. d. If fueling is required in the construction area, the applicant or contractor shall select and designate an area or areas to be used, subject to approval of the resident engineer. Dedicated fueling areas shall be protected from stormwater run-on and runoff and located at least 50 feet from downstream drainage facilities and watercourses. Fueling shall be performed on levelgrade areas. Protect fueling shall be protected with berms or dikes to prevent run-on, runoff, and to contain spills. Absorbent spill clean-up materials and spill kits shall be present along with drip pans and absorbent pads.
e. Appropriate hazardous material BMPs shall be implemented to reduce the potential for chemical spills or contaminant releases into the jurisdictional features including any nonstormwater discharge. f. All equipment refueling, and maintenance shall be conducted in the staging area away from drainage channels. In addition, vehicles and equipment shall be checked daily for fluid and fuel leaks, and drip pans shall be placed under all equipment that is parked and not in operation.

Any leaking vehicle or equipment shall not be operated in the project area until repaired. All workers shall be informed of the importance of preventing spills and the appropriate measures to take should a spill happen.
g. Stationary equipment such as motors, pumps, generators, compressors, and welders located within 100 feet of the jurisdictional features shall be positioned over drip-pans, including when in operation.

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Place ID: 893481
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3. Invasive Species and Soil Borne Pathogens
a. Any temporary erosion control implemented during construction shall be completed using noninvasive species. At project completion, all temporarily disturbed areas shall be re-contoured to pre-construction conditions.

4. Post-Construction Stormwater Management
a. Installation of the proposed modular wetlands shall allow stormwater to enter a biofiltration system prior to being released into the drainage.

5. Roads
a. Sweeping shall be implemented when sediment is tracked from the construction area onto public or private roads, typically at site entrances and exits. Sweeping shall be conducted by hand or via mechanical methods such as vacuuming. Kick brooms or sweeper attachments shall not be used. This BMP shall prevent sediment from entering a storm drain or receiving waters.

6. Sediment Control and Stabilization/Erosion Control
a. Temporary fiber rolls shall be installed at the top of the bank to prevent any erosion into the drainage. Fiber rolls shall also be used around temporary stockpiles, and along the perimeter of the project to reduce the likelihood of sediment outside of the construction area. b. Temporary construction entrances and exits shall be used to reduce the likelihood of mud and sediment tracking onto public roads by construction vehicles. This would be achieved by using corrugated steel panels, Class 8 rock slope protection (RSP), Type A rock, and/or Type B rock. These materials shall be located at the entrances and/or exits of the construction area, forcing any construction vehicle to drive over the panels, RSP, or rock while removing any mud or sediment.
c. A temporary gravel bag berm/earthen berm shall be used during construction for reducing mud or sediment from leaving the construction area. A gravel bag berm shall also be placed parallel to the roadway to prevent roadway runoff from entering the construction area. A temporary gravel bag berm shall be placed around the limits of the construction area over the footing of any temporary fencing for stability while also reducing the likelihood of soil leaving the construction area. A temporary gravel bag berm shall be used to construct a temporary drainage crossing for workers.
d. Temporary check dams shall be used if the velocity of water in the drainage is too high. The temporary check dams shall consist of rock, gravel bags, compost socks, fiber rolls, or other proprietary product placed across the drainage.
e. Silt fencing, fiber rolls, straw bales, or other measures shall be implemented during construction to minimize dust, dirt, and construction debris from entering the jurisdictional features, and/or leaving the construction area.

7. Wildlife and Special Status Species
a. Pesticide/insecticide shall not be used as part of the Project. b. Vegetation removal and excavation shall be reduced to the extent feasible. c. To confirm the presence/absence of the overwintering monarch butterfly between September and March, within 48 hours of construction a qualified biologist shall survey suitable refuge

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sites (typically eucalyptus, Monterey pine, and Monterey cypress) where vegetation removal and excavation will be conducted.
d. If the monarch butterfly is identified overwintering within areas of vegetation removal, efforts shall be taken to avoid these areas. If the areas cannot be avoided, appropriate buffers shall be installed under direction of a qualified biologist, and the overwintering monarch butterflies shall be allowed to finish overwintering and migrate out of the project area. Once the overwintering monarch butterflies have left the project area, the buffers shall be removed. e. Construction in areas with trees or vegetation that may provide nesting habitat for birds and raptors shall be reduced to the maximum extent feasible. f. Construction during bird nesting season (typically February 1 to September 1) shall be avoided to the extent feasible.
g. If construction is required during the nesting season, nesting bird surveys shall be completed no more than 72 hours prior to construction activities to determine if nesting birds or active nests are within 300 feet (500 feet for potential raptor nests) of the construction area. Surveys shall be repeated if construction activities are suspended for three days or more. h. If nesting birds are found in the construction zone, measures to ensure that the birds and/or their nests are not harmed shall be implemented, including but not limited to, installation and maintenance of appropriate buffers (typically 300 feet for song birds and 500 feet for raptors) until nesting activity has ended. The buffer size shall be modified, under direction of a qualified biologist, and California Depart of Fish and Wildlife (CDFW) if appropriate, if it is determined that construction activities shall not likely have adverse effect on the birds. i. If the project is constructed during maternal season for bats (typically late March through midSeptember), a thorough bat roosting habitat assessment shall be conducted of all potential roosting habitat within 100 feet of construction activities. The survey shall include a visual inspection to identify signs of roosting, and emergence surveys if needed to confirm presence or absence of bats.
j. If a maternal colony of bats is found, no work shall be conducted within 100 feet of the maternal roosting site until the maternal season is finished or the bats have left the site, or as otherwise directed by a qualified biologist. The site shall be designated as a sensitive area and protected as such until the bats have left the site. No activities shall be authorized adjacent to the roosting site. Combustion equipment, such as generators, pumps, and vehicles, shall not be parked or operated under or adjacent to the roosting site. Construction personnel shall not be authorized to enter areas beneath the colony, especially during the evening exodus (typically between 15 minutes prior to sunset and one hour following sunset). k. Vegetation removed from the project area shall follow Caltrans Standard Specifications for Clearing and Grubbing (17-2) and Roadside Clearing (20-1.03C). Existing vegetation shall be preserved to the extent feasible, and BMPs, such as identification of existing invasive species, avoidance of invasive species in erosion control, staff training, equipment cleaning, and monitoring, shall be implemented in accordance with Executive Order 13112. l. New landscaping materials, including erosion control seed mixes and other plantings, shall be composed of non-invasive species and shall be clear of weeds, and all erosion control and landscape planting shall be conducted in a manner that shall not result in the spread of invasive species.
m. Plants listed in the Pest Ratings of Noxious Weed Species and Noxious Weed Seed (United States Department of Agriculture, 2003) shall not be used as part of the project.

8. Stormwater
a. The project shall comply with the local regulations associated with the Los Angeles Water Board’s Municipal Stormwater Permit issued to Los Angeles and Ventura County and coPage 24 of 978 Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Place ID: 893481
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permittees under NPDES No. CAS004004 and Waste Discharge Requirements Order No. R4- 2021-0105 or subsequent order.
b. If not enrolled in the General Construction Permit, the Permittee shall develop and implement a site-specific Storm Water Pollution Prevention Plan (SWPPP) and pre and post Qualifying Precipitation Event reports as described in the General Construction Permit.

H. On-site Mitigation for Temporary Impacts

1. The Permittee shall restore all areas of temporary impacts to waters of the state.

2. The restoration plan shall be submitted for written acceptance by Los Angeles Water Board staff within (ninety days (90)) of issuance of this Order. The restoration plan shall provide the following: a schedule; plans for grading of disturbed areas to pre-project contours; planting palette with plant species native to the Project area; seed collection location; invasive species management; performance standards; and maintenance requirements (e.g. watering, weeding, and replanting).

3. The Los Angeles Water Board may extend the monitoring period upon a determination by Los Angeles Water Board Executive Officer that the performance standards have not been met or are not likely to be met within the monitoring period.

4. If restoration of temporary impacts to waters of the state is not completed within (ninety days (90)) of the impacts, compensatory mitigation may be required to offset temporal loss of waters of the state
Table 4: Required Project Mitigation Quantity for Temporary Impacts Aquatic
Resource
Type
Mit.

Type6 Units
Method7
Est. Re-est. Reh. Enh. Pres. Unknown
Stream
Channel PR Acres 0.48
6 Mitigation type for onsite restoration of temporary impacts is Permittee Responsible (PR). 7 Methods: establishment (Est.), reestablishment (Re-est.), rehabilitation (Reh.), enhancement (Enh.), preservation (Pres.).

Unknown applies to advance credits with an unknown method and or location.

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I. Compensatory Mitigation for Permanent Impacts

1. Compensatory Mitigation Plan
a. The Permittee has submitted an approved draft compensatory mitigation plan as part of a complete application. The Permittee proposed to purchase 0.78 acres of rehabilitation credits from the Petersen Ranch Mitigation Bank. The Permittee shall provide a final compensatory mitigation plan for written acceptance by Los Angeles Water Board staff.

Impacts to waters of the state are not authorized and shall not occur until a compensatory mitigation plan has been accepted by Los Angeles Water Board staff. Upon acceptance by Los Angeles Water Board staff, the Permittee shall implement the approved plan. b. The final compensatory mitigation plan shall include all plan elements as outlined in 40 CFR § 230.94(c)
c. Permittees fulfilling their compensatory mitigation obligations by securing credits from an approved mitigation bank or in-lieu fee program, need only include the items described in 40 CFR § 230.94(c)(5)-(6), and the name of the specific mitigation bank or in-lieu fee program to be used.

2. Purchase of Mitigation Credits by Permittee for Compensatory Mitigation a. A copy of the fully executed agreement for the purchase of mitigation credits shall be provided to the Los Angeles Water Board within 90 days of authorized impacts. b. The Permittee shall retain responsibility for providing the compensatory mitigation and long-term management until Los Angeles Water Board staff has received documentation of the credit purchase and the transfer agreement between the Permittee and the seller of credits.

3. Total Required Compensatory Mitigation
a. The Permittee is required to provide compensatory mitigation for the authorized permanent impact to Stream Channel by purchase of mitigation credits at Petersen Ranch Mitigation Bank at a minimum 2:1 area replacement ratio (0.68 acres). These will include 0.27 acres of 1600 seasonal wetland rehabilitation credits and 0.41 acres of 1600 non-wetland riparian rehabilitation credits from the Petersen Ranch mitigation Bank. b. Total required Project compensatory mitigation information for permanent physical loss of area, ecological degradation and temporal loss is summarized in Table 5.

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Place ID: 893481
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XV. Water Quality Certification
I hereby issue the Order for Pleasant Valley Road Bike Lanes Project, 4WQC40124026 certifying that as long as all of the conditions listed in this Order are met, any discharge from the referenced Project will comply with the applicable provisions of Clean Water Act sections 301 (Effluent Limitations), 302 (Water Quality Related Effluent Limitations), 303 (Water Quality Standards and Implementation Plans), 306 (National Standards of Performance), and 307 (Toxic and Pretreatment Effluent Standards).

This discharge is also regulated pursuant to State Water Board Water Quality Order No. 2003-0017- DWQ which authorizes this Order to serve as Waste Discharge Requirements pursuant to the Porter-Cologne Water Quality Control Act (Wat. Code, § 13000 et seq.).

Except insofar as may be modified by any preceding conditions, all Order actions are contingent on:
(a) the discharge being limited and all proposed mitigation being completed in strict compliance with the conditions of this Order and the attachments to this Order; and, (b) compliance with all applicable requirements of Statewide Water Quality Control Plans and Policies, the Regional Water Boards’ Water Quality Control Plans and Policies.

November 24, 2025
for Susana Arredondo Date
Executive Officer
Los Angeles Water Quality Control Board
8 Compensatory mitigation type may be: In-Lieu-Fee (ILF); Mitigation Bank (MB); Permittee-Responsible (PR) 9 Methods: establishment (Est.), reestablishment (Re-est.), rehabilitation (Reh.), enhancement (Enh.), preservation (Pres.).

Unknown applies to advance credits with an unknown method and or location.

Table 5: Required Project Compensatory Mitigation Quantity Aquatic
Resource
Type
Comp
Mit.

Type8
Units
Method9
Est. Re-est. Reh. Enh. Pres. Unknown
Wetland MB Acres 0.27
Riparian
Zone MB Acres 0.41
Jenny Newman Digitally signed by Jenny
Newman
Date: 2025.11.24 12:19:38 -08'00'

Pleasant Valley Road Bike Lanes Project Regulatory Measure ID: 455843 Attachment A Place ID: 893481
File No: 24-026

Attachment A
Project Maps

Pleasant Valley Road Bike Lanes Project Regulatory Measure ID: 455843 Attachment A Place ID: 893481
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Map 1: Project Location

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Map 2: Project Extent

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Map 3: Impact Map #1

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Map 4: Impact Map #2

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Map 5: Impact Map #3

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Map 6: Impact Map #4

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Map 7: Impact Map #5

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Map 8: Impact Map #6

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Map 9: Impact Map #7

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Map 10: Impact Map #8

Attachment B
Signatory Requirements

Pleasant Valley Road Bike Lanes Project Regulatory Measure ID: 455843 Attachment B Place ID: 893481
File No: 24-026

SIGNATORY REQUIREMENTS
All Documents Submitted In Compliance With This Order
Shall Meet The Following Signatory Requirements:

1. All applications, reports, or information submitted to the Los Angeles Water Quality Control Board (Los Angeles Water Board) must be signed and certified as follows:
a) For a corporation, by a responsible corporate officer of at least the level of vice-president.
b) For a partnership or sole proprietorship, by a general partner or proprietor, respectively.
c) For a municipality, or a state, federal, or other public agency, by either a principal executive officer or ranking elected official.

2. A duly authorized representative of a person designated in items 1.a through 1.c above may sign documents if:
a) The authorization is made in writing by a person described in items 1.a through 1.c above.
b) The authorization specifies either an individual or position having responsibility for the overall operation of the regulated activity. c) The written authorization is submitted to the Los Angeles Water Board Staff Contact prior to submitting any documents listed in item 1 above.

3. Any person signing a document under this section shall make the following certification:
“I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment.”

Attachment C
Report and Notification Requirements

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment C Place ID: 893481
File No. 24-026

Report Submittal Instructions

1. Check the box on the Report and Notification Cover Sheet next to the report or notification you are submitting.
• Part A (Annual Report): This report will be submitted annually from the anniversary of Project effective date until a Notice of Project Complete Letter is issued. • Part B (Project Status Notifications): Used to notify the Los Angeles Water Board of the status of the Project schedule that may affect Project billing. • Part C (Conditional Notifications and Reports): Required on a case by case basis for accidental discharges of hazardous materials, violation of compliance with water quality standards, notification of in-water work, or other reports.

2. Sign the Report and Notification Cover Sheet and attach all information requested for the Report Type.

3. Electronic Report Submittal Instructions:
• Submit signed Report and Notification Cover Sheet and required information via email to:

[email protected]
• Include in the subject line of the email: Subject: ATTN: Man Voong; File No: 24-026, Reg.

Measure ID: 455843 Report
Definition of Reporting Terms

1. Active Discharge Period: The active discharge period begins with the effective date of this Order and includes all elements of the Project including site construction and restoration, and any Permittee responsible compensatory mitigation construction.

2. Post-Discharge Monitoring Period: The post-discharge monitoring period begins when all elements of the Project including site construction and restoration, and any Permittee responsible compensatory mitigation construction have taken place. The Post-Discharge Monitoring Period includes continued water quality monitoring or compensatory mitigation monitoring.

3. Request for Notice of Project Complete Letter: This request by the Permittee to the Los Angeles Water Board staff pertains to projects that have completed construction and/or any post-construction monitoring and achieved performance standards, and no further Project activities are planned. Los Copies of this Form
Include a copy of the Project specific Cover Sheet below with your report: please retain a copy for your records.

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Angeles Water Board staff will review the request and send a Project Complete Letter to the Permittee upon approval. Termination of annual invoicing of fees will correspond with the date of this letter.

4. Effective Date: Date of Order issuance.

Map/Photo Documentation Information
When submitting maps or photos, please use the following formats.

1. Map Format Information:

Preferred map formats of at least 1:24000 (1” = 2000’) detail (listed in order of preference):
• GIS shapefiles: The shapefiles must depict the boundaries of all project areas and extent of aquatic resources impacted. Each shape should be attributed with the extent/type of aquatic resources impacted. Features and boundaries should be accurate to within 33 feet (10 meters).

Identify datum/projection used and if possible, provide map with a North American Datum of 1983 (NAD38) in the California Teale Albers projection in feet. • Google KML files saved from Google Maps: My Maps or Google Earth Pro. Maps must show the boundaries of all project areas and extent/type of aquatic resources impacted. Include URL(s) of maps. If this format is used include a spreadsheet with the object ID and attributed with the extent/type of aquatic resources impacted.
• Other electronic format (CAD or illustration format) that provides a context for location (inclusion of landmarks, known structures, geographic coordinates, or USGS DRG or DOQQ). Maps must show the boundaries of all project areas and extent/type of aquatic resources impacted. If this format is used include a spreadsheet with the object ID and attributed with the extent/type of aquatic resources impacted.
• Aquatic resource maps marked on paper USGS 7.5 minute topographic maps or Digital Orthophoto Quarter Quads (DOQQ) printouts. Maps must show the boundaries of all project areas and extent/type of aquatic resources impacted. If this format is used include a spreadsheet with the object ID and attributed with the extent/type of aquatic resources impacted.

2. Photo-Documentation: Include a unique identifier, date stamp, written description of photo details, and latitude/longitude (in decimal degrees) or map indicating location of photo. Successive photos should be taken from the same vantage point to compare pre/post construction conditions.

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment C Place ID: 893481
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REPORT AND NOTIFICATION COVER SHEET
Project: Pleasant Valley Road Bike Lanes Project
Permittee: City of Camarillo Public Works Department
Reg. Meas. ID: 455843 Place ID: 893481 File No: 24-026
Report Type Submitted
Part A – Project Reporting
Report Type ☐ Annual Report
Part B - Project Status Notifications
Report Type ☐ Commencement of Construction
Report Type ☐ Request for Notice of Project Complete Letter Part C - Conditional Notifications and Reports
Report Type ☐ Accidental Discharge of Hazardous Material Report Report Type ☐ Violation of Compliance with Water Quality Standards Report Report Type ☐ In-Water Work/Diversions Water Quality Monitoring Report Report Type ☐ Modifications to Project Report
Report Type ☐ Transfer of Property Ownership Report

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“I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment.”
Print Name 1 Affiliation and Job Title
Signature Date
1STATEMENT OF AUTHORIZATION (include if authorization has changed since application was submitted)
I hereby authorize to act in my behalf as my representative in the submittal of this report, and to furnish upon request, supplemental information in support of this submittal.

Permittee’s Signature Date
*This Report and Notification Cover Sheet must be signed by the Permittee or a duly authorized representative and included with all written submittals.

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment C Place ID: 893481
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Part A – Project Reporting
Report Type Annual Report
Report Purpose Notify the Los Angeles Water Board staff of Project status during both the active discharge and post-discharge monitoring periods.

When to Submit Annual reports shall be submitted each year on the anniversary of Project effective date. Annual reports shall continue until a Notice of Project Complete Letter is issued to the Permittee.

Report Contents The contents of the annual report shall include the topics indicated below for each project period. Report contents are outlined in Annual Report Topics below.

During the Active Discharge Period
• Topic 1: Construction Summary
• Topic 2: Mitigation for Temporary Impacts Status
• Topic 3: Compensatory Mitigation for Permanent Impacts Status During the Post-Discharge Monitoring Period
• Topic 1: Mitigation for Temporary Impacts Status
• Topic 2: Compensatory Mitigation for Permanent Impacts Status Annual Report Topics (1-3)
Annual Report Topic 1 Construction Summary
When to Submit With the annual report during the Active Discharge Period.

Report Contents 1. Project progress and schedule including initial ground disturbance, site clearing and grubbing, road construction, site construction, and the implementation status of construction storm water best management practices (BMPs). If construction has not started, provide estimated start date and reasons for delay.

2. Color photos, pre-project and current.

3. Map showing general Project progress.

4. If applicable:
a. Summary of any conditional reports sent during the year such as “Accidental Discharge of Hazardous Material Report” or “Violation of Compliance with Water Quality Standards Report”
b. Copies of revised permits from other agencies
c. Compilation of all water quality monitoring results for the year in a spreadsheet format.

Annual Report Topic 2 Mitigation for Temporary Impacts Status When to Submit With the annual report during both the Active Discharge Period and PostDischarge Monitoring Period.

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Report Contents *If not applicable report N/A.

1. Planned date of initiation and map showing locations of mitigation for temporary impacts to waters of the state and all upland areas of temporary disturbance which could result in a discharge to waters of the state.

2. If mitigation for temporary impacts has already commenced, provide a map and information concerning attainment of mitigation success.

Annual Report Topic 3 Compensatory Mitigation for Permanent Impacts Status When to Submit With the annual report during both the Active Discharge Period and PostDischarge Monitoring Period.

Report Contents *If not applicable report N/A.

Part A. Permittee Responsible

1. Planned date of initiation of compensatory mitigation site installation.

2. If installation is in progress, a map of what has been completed to date.

3. If the compensatory mitigation site has been installed, provide a final map and information concerning attainment of performance standards contained in the compensatory mitigation plan.

Part B. Mitigation Bank or In-Lieu Fee

1. Status or proof of purchase of credit types and quantities.

2. Include the name of bank/ILF Program and contact information.

3. If ILF, location of project and type if known.

Part B – Project Status Notifications
Report Type Commencement of Construction
Report Purpose Notify Los Angeles Water Board staff prior to the start of construction.

When to Submit Must be received at least seven (7) days prior to start of initial ground disturbance activities.

Report Contents 1. Date of commencement of construction.

2. Anticipated date when discharges to waters of the state will occur.

3. Project schedule milestones including a schedule for onsite compensatory mitigation, if applicable.

Report Type Request for Notice of Project Complete Letter Report Purpose Notify Los Angeles Water Board staff that construction and/or any postconstruction monitoring is complete, or is not required, and no further Project activity is planned.

When to Submit Must be received by Los Angeles Water Board staff within thirty (30) days following completion of all Project activities.

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Report Contents Part A: Project Construction

1. Pre- and post-photo documentation of all Project activity sites where the discharge of dredge and/or fill/excavation was authorized.

Part B: Mitigation for Temporary Impacts

1. A report establishing that areas of temporary impacts to waters of the state, and upland areas of temporary disturbance which could result in a discharge to waters of the state, have been successfully restored and all identified success criteria have been met. Pre- and post-photo documentation of all restoration sites.

Part C: Permittee Responsible Compensatory Mitigation

1. A report establishing that the performance standards outlined in the compensatory mitigation plan have been met.

2. Status on the implementation of the long-term maintenance and management plan and funding of endowment.

3. Pre- and post-photo documentation of all compensatory mitigation sites.

4. Final maps of all compensatory mitigation areas (including buffers).

Part D: Post-Construction Storm Water BMPs

1. Date of storm water permit Notice of Termination(s), if applicable.

2. Report status and functionality of all post-construction BMPs.

Part C – Conditional Notifications and Reports
Report Type Accidental Discharge of Hazardous Material Report Report Purpose Notifies Los Angeles Water Board staff that an accidental discharge of hazardous material has occurred.

When to Submit Within five (5) working days following the date of an accidental discharge.

Continue reporting as required by Los Angeles Water Board staff.

Report Contents 1. The report shall include the OES Incident/Assessment Form, a full description and map of the accidental discharge incident (i.e. location, time and date, source, discharge constituent and quantity, aerial extent, and photo documentation). If applicable, the OES Written Follow-Up Report may be substituted.

2. If applicable, any required sampling data, a full description of the sampling methods including frequency/dates and times of sampling, equipment, locations of sampling sites.

3. Locations and construction specifications of any barriers, including silt curtains or diverting structures, and any associated trenching or anchoring.

Report Type Violation of Compliance with Water Quality Standards Report

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Report Purpose Notifies Los Angeles Water Board staff that a violation of compliance with water quality standards has occurred.

When to Submit The Permittee shall report any event that causes a violation of water quality standards within three (3) working days of the noncompliance event notification to Los Angeles Water Board staff.

Report Contents The report shall include: the cause; the location shown on a map; and the period of the noncompliance including exact dates and times. If the noncompliance has not been corrected, include: the anticipated time it is expected to continue; the steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance; and any monitoring results if required by Los Angeles Water Board staff.

Report Type In-Water Work and Diversions Water Quality Monitoring Report Report Purpose Notifies Los Angeles Water Board staff of the completion of in-water work.

When to Submit Within three (3) working days following the completion of in-water work.

Continue reporting in accordance with the approved water quality monitoring plan.

Report Contents As required by the approved water quality monitoring plan.

Report Type Modifications to Project Report
Report Purpose Notifies Los Angeles Water Board staff if the Project, as described in the application materials, is altered in any way or by the imposition of subsequent permit conditions by any local, state or federal regulatory authority.

When to Submit Prior to any alteration or modification of Project activities.

Report Contents A description and location of any alterations of Project activities. Identify any Project modifications that will interfere with the Permittee’s compliance with the Order. Any alteration may require an Amendment, to be determined by Los Angeles Water Board staff.

Report Type Transfer of Property Ownership Report
Report Purpose Notifies Los Angeles Water Board staff of change in ownership of the Project or Permittee-responsible mitigation area.

When to Submit At least 10 working days prior to the transfer of ownership.

Report Contents 1. A statement that the Permittee has provided the purchaser with a copy of this Order and that the purchaser understands and accepts:
a. the Order’s requirements and the obligation to implement them or be subject to administrative and/or civil liability for failure to do so; and

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b. responsibility for compliance with any long-term BMP1 maintenance plan requirements in this Order.

2. A statement that the Permittee has informed the purchaser to submit a written request to the Los Angeles Water Board to be named as the permittee in a revised order.
1 Best Management Practices (BMPs) is a term used to describe a type of water pollution or environmental control.

Attachment D
Conditions Justification

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment D Place ID: 893481
File No. 24-026

Conditions Justification
The purpose of this attachment is to explain why a condition is necessary to assure that the authorized discharge will comply with water quality requirements, and a citation to federal, state, or tribal law that authorizes the condition.

This Attachment uses the same organizational structure as the Conditions Section, and the statements below correspond with the conditions set forth in the Conditions Section. The Sections preceding the Conditions Section are not “conditions”.

The following three sources of authority are applicable to almost all conditions. Because these authorities are relevant to so many conditions, they are described in greater detail here and then cross-referenced below.

The state’s Statement of Policy with respect to Maintaining High Quality of Waters in California (“Antidegradation Policy”, State Board Resolution No. 68-16), requires that any “activity which produces or may produce a waste or increased volume or concentration of waste and which discharges or proposes to discharge to existing high quality waters will be required to meet waste discharge requirements which will result in the best practicable treatment or control of the discharge necessary to assure that (a) a pollution or nuisance will not occur and (b) the highest water quality consistent with maximum benefit to the people of the state will be maintained.” All Regional Board Water Quality Control Plans incorporate the state’s Antidegradation Policy by reference. The state Antidegradation Policy incorporates the federal Antidegradation Policy (40 CFR Part 131.12), which requires "[e]xisting instream water uses and the level of water quality necessary to protect the existing uses shall be maintained and protected." According to U.S.

EPA, for dischargers of dredged or fill material comply with the federal Antidegradation Policy by complying with U.S. EPA’s section 404(b)(1) Guidelines. The State Water Board adopted a modified version of U.S. EPA’s section 404(b)(1) Guidelines in the Dredge or Fill Procedures (also referred as State Supplemental Guidelines).

The State Wetland Definition and Procedures for Discharges of Dredged or Fill Material to Waters of the State (Dredge or Fill Procedures) were adopted on April 2, 2019 and went into effect on May 28, 2020. The Dredge or Fill Procedures were adopted pursuant to the State Water Board’s authority under Water Code section 13140 (state policy for water quality control) and 13170 (water quality control plan), and accordingly have regulatory effect. Consistent with Government Code, section 11353, a clear and concise summary of the Dredge or Fill Procedures is available in California Code of Regulations, section 3013. Per the Dredge or Fill Procedures, the permitting authority may only approve a project if the demonstrations set forth in Section IV.B.1 have been made. The information required by Section IV.A is necessary to ensure compliance with Section IV.B.1.

In addition, the conditions within the Order are generally required pursuant to the Los Angeles Water Board’s Water Quality Control Plan for the Coastal Watersheds of Los Angeles and Ventura Counties (Basin Plan). The Basin Plan includes water quality standards, which consist of existing and potential beneficial uses of waters of the state, water quality objectives to protect those uses, and the state and federal antidegradation policies. For instance, the Basin Plan includes water quality objectives for chemical constituents, oil and grease, pH, dissolved

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment D Place ID: 893481
File No. 24-026

oxygen, temperature, toxicity, pesticides, solid, suspended or settleable materials, floating material, turbidity, exotic vegetation, color, and taste and odor which ensure protection of beneficial uses.

Furthermore, the conditions within the Order are also required, where applicable, pursuant to statewide water quality control plans and policies which were adopted and are periodically revised pursuant to Water Code section 13240, including, but not limited to, the following:
• Inland Surface Waters, Enclosed Bays, and Estuaries (ISWEBE) Plan, and • State of California Executive Order W-59-93 (Wetlands “No Net Loss” Policy).

Furthermore, California Code of Regulations, title 23, Chapter 28 also sets forth regulations pertaining to water quality certifications. Section 3856 sets forth information that must be included in water quality certification requests, includes a description of steps that have or will be taken to avoid, minimize, and compensate for impacts to waters of the state.

Conditions
Authorization
Authorization under this Order is granted based on the application information submitted. Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order.

Reporting and Notification Requirements
The reports confirm that the best management practices required under this Order are sufficient to protect beneficial uses and water quality objectives. The reports related to accidental discharges also ensure that corrective actions, if any, that are necessary to minimize the impact or clean up such discharges are taken as soon as possible. These monitoring and reporting conditions are authorized because the Water Boards have the authority to investigate the quality of any waters of the state within its region under Water Code sections 13383 and 13267. The burden of preparing these reports, including costs, bears a reasonably relationship to the benefits to be obtained from the reports. Specifically, the reports are necessary to demonstrate protection of beneficial uses and compliance with the requirements of the Order and relevant laws (including the Clean Water Act and other authorities). The anticipated costs are minimal as the reporting obligations require only visual monitoring, in-field measurements, and notification reporting.

Authorization under this Order is granted based on the application information submitted, including identification of the legally responsible party. Conditions regarding transfers are necessary to confirm whether the new owner wishes to assume legal responsibility for compliance with this Order. If not, the original discharger remains responsible for compliance with this Order. Confirmation is also necessary to confirm whether liability for long-term best management practices maintenance is accepted by another entity. If not, the original discharger remains responsible for compliance with this Order. Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order.

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment D Place ID: 893481
File No. 24-026

Water Quality Monitoring
General
This monitoring condition is authorized because the Water Boards have the authority to investigate the quality of any waters of the state within its region under Water Code sections 13383 and 13267. The burden of monitoring, including costs, bears a reasonable relationship to the need for the monitoring, and the benefits to be obtained from the monitoring. The anticipated costs are minimal as only visual monitoring and in-field measurements are required.

Specifically, the reports are necessary to demonstrate protection of beneficial uses and compliance with the requirements of the Order and relevant laws (including the Clean Water Act and other authorities
Accidental Discharges/Noncompliance
See explanation for the Reporting and Notification Requirements Section In-Water Work or Diversions
Consistent with the Dredge or Fill Procedures, section IV.A.2.c, water quality monitoring plans are required for any in-water work, including temporary dewatering or diversions. These conditions are required to assure that 1) the discharge shall not adversely affect the beneficial uses of the receiving water or cause a condition of nuisance; 2) the discharge shall comply with all applicable water quality objectives; and 3) treatment and control of the discharge shall be implemented to assure that pollution and nuisance will not occur and the highest water quality is maintained. A water quality monitoring plan is necessary to conform to water quality standards for oil and grease, dissolved oxygen, pH, turbidity, and temperature. The Regional Water Board’s Basin Plan and/or applicable statewide plans and policies contains provisions related to all these constituents.

These monitoring and reporting conditions are authorized because the Water Boards have the authority to investigate the quality of any waters of the state within its region under Water Code sections 13383 and 13267. The burden of preparing these reports, including costs, bears a reasonable relationship to the need for, and benefits of, the reports. The anticipated costs are minimal as the sampling requirements are either visual or only require a grab sample on a daily and/or weekly basis. Specifically, the reports are necessary to demonstrate protection of beneficial uses and compliance with the requirements of the Order and relevant laws (including the Clean Water Act and other authorities
Post-Construction
The reports confirm that the best management practices required under this order are sufficient to protect beneficial uses and water quality objectives. The reports related to accidental discharges ensure that corrective actions, if any, that are necessary to minimize the impact or clean up such discharges are taken as soon as possible. These monitoring and reporting conditions are authorized because the Water Boards have the authority to investigate the quality of any waters of the state within its region under Water Code sections 13383 and 13267. The burden of preparing these reports, including costs, bears a reasonable relationship to the need for, and benefits of, the reports. The anticipated costs are minimal as the reporting obligations require only visual monitoring, in-field measurements, and notification reporting.

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment D Place ID: 893481
File No. 24-026

Standard Conditions
“This Order is subject to modification or revocation …” “This Order is not intended and shall not be construed to apply to any activity involving a hydroelectric facility …”
“This Order is conditioned upon total payment of any fee …” These Conditions are standard conditions that “shall be included as conditions of all water quality certification actions.” (Cal. Code of Regs., section 3860.) General Compliance
“Permitted actions must not cause a violation of any applicable water quality standards …”
By the plain language of section 401 of the Clean Water Act, permitted actions may not cause a violation of applicable water quality standards. This condition related to compliance with water quality objectives and designated beneficial uses is required pursuant to the Los Angeles Water Board’s Basin Plan and/or other applicable statewide plans and policies. The Basin Plan’s water quality standards consist of existing and potential beneficial uses of waters of the state, water quality objectives to protect those uses, and the state and federal antidegradation policies. The Antidegradation Policy requires that the quality of existing high-quality water be maintained unless any change will be consistent with the maximum benefit to the people of the state, will not unreasonably affect present or anticipated future beneficial uses of such water, and will not result in water quality less than that prescribed in water quality control plans or policies. The Antidegradation Policy further requires best practicable treatment or control of the discharge necessary to assure that pollution or nuisance will not occur and the highest water quality consistent with maximum benefit to the people of the state will be maintained. Applicable beneficial uses and water quality objectives to protect those uses include the designated beneficial uses (Basin Plan, Chapter 2, Tables 2-1, 2-1a, 2-3, 2-3a, 2-4, and 2-4a), and water quality objectives for chemical constituents (Basin Plan, page 3-29), color (Basin Plan, page 3- 32), exotic vegetation (Basin Plan, page 3-32), floating material (Basin Plan, page 3-33), oil and grease (Basin Plan, page 3-34), dissolved oxygen (Basin Plan, page 3-39), pesticides (Basin Plan, page 3-40), pH (Basin Plan, page 3-40), solid, suspended and settleable material (Basin Plan, page 3-44), taste and odor (Basin Plan, page 3-44), temperature (Basin Plan, page 3-44), toxicity (Basin Plan, page 3-45), and turbidity (Basin Plan, page 3-46). “The Permittee must, at all times, fully comply with engineering plans, specifications, and technical reports…”
Authorization under this Order is granted based on the application information submitted, including engineering plans, specifications, and technical reports. Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order.

Administrative
“Signatory requirements for all document submittals…”
Conditions related to signatory requirements are also authorized by Water Code sections 13383 and 13267, which requires any person discharging waste that could affects the quality of waters

Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment D Place ID: 893481
File No. 24-026

to provide to the Water Boards, under penalty of perjury, any technical or monitoring program reports as required by the Water Boards. The signatory requirements are consistent with 40 C.F.R. section 122.22.
“The Permittee shall grant Los Angeles Water Board staff …” Conditions related to site access requirements are authorized pursuant to the Water Boards’ authority to investigate the quality of any waters of the state within its region under Water Code sections 13383 and 13267. Water Code section 13267(c) provides that “the regional board may inspect the facilities of any person to ascertain whether the purposes of this division are being met and waste discharge requirements are being complied with.” “A copy of this Order shall be provided to any consultants, contractors, and subcontractors …”
“A copy of this Order must be available at the Project site(s) during construction…”
These conditions require site personnel (agents of the applicant) and agencies to be familiar with the content of the Order and mandate availability of the document at the project site. These conditions are required to assure that any authorized discharge will comply with the terms and conditions of the Order and is inherently tied to the signature requirements required by Water Code section 13267.
“Lake or Streambed Alteration Agreement”
This condition is required pursuant to California Code of Regulations section 3856(e), which requires that copies be provided to the Water Boards of “any final and signed federal, state, and local licenses, permits, and agreements (or copies of the draft documents, if not finalized) that will be required for any construction, operation, maintenance, or other actions associated with the activity. If no final or draft document is available, a list of all remaining agency regulatory approvals being sought shall be included.”
Best Management Practices
All the conditions related to best management practices are consistent with the Water Board’s authority to establish, “[w]ater quality conditions that could reasonably be achieved through the coordinated control of all factors which affect water quality in the area” pursuant to Water Code section 13241(c). Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order. The activities authorized under this Order have the potential to result in a discharge that exceeds water quality objectives, which is prohibited by the Clean Water Act, Antidegradation Policy and Water Code section 13263. As required by Water Code section 13369, all Water Quality Control Plans incentivize the use of best management practices to prevent prohibited discharges into waters of the state.

Site Management
This condition is necessary to prevent violation of state discharge prohibitions that protect water quality objectives. For instance, fuels and lubricants associated with the use of mechanized equipment have the potential to result in toxic discharges to waters of the state in violation of water quality standards, including the floating material and toxicity and floating material water