La Cañada Flintridge City Council
September 15, 2026

Spc25/26-05 SP-40
agreed to by the utility owner and the Contractor, the Contractor may utilize power-operated or power-driven excavating or boring equipment within the approximate location of a subsurface installation and to any depth. After the utility has been located, its position shall be recorded by the Contractor. The hole shall then be backfilled and any pavement or concrete removed shall be restored in accordance with the general specifications and to the satisfaction of the Engineer.

The Contractor shall submit copies of the recorded utility information to the Engineer.

If no pay item is specifically provided in the Contract of bid items for utility location work, full compensation for such work shall be considered as included in the prices bid for other items of work.
402-4 RELOCATION
The second sentence of the last paragraph of Subsection 402-4 is hereby deleted and replaced with the following:

When not otherwise required by the Plans and Specifications and when directed by the Engineer, the Contractor shall arrange for the relocation of service connections, as necessary, between the meter and property line, or between the meter and limits of construction.
402-5 DELAYS DUE TO UTILITY CONFLICTS
The second paragraph of Subsection 402-5 is hereby deleted and replaced with the following:

The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Subsection 402-1. The Contractor shall ascertain further detailed information to coordinate his work to this effect.

All notification of utility companies shall be by the Contractor at least 24 hours in advance of the needed work, with a copy to the Engineer. Any costs for delay of the Contractor of utility companies in this regard shall be assigned to the Contractor, if these costs are a result of the Contractor’s request being untimely in any respect, except for the utility company not responding at their agreed time. 403 MANHOLE ADJUSTMENT AND RECONSTRUCTION
403-1 GENERAL
Add the following Subsections:
403-1.1 Adjustment of Water Valve Box Frame and Cover.

Water valve box frame and cover within the area to be paved or graded shall be set to finish grade with a concrete collar by the Contractor as required by the Plans

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and Specifications. In the case of portland cement concrete pavement, water valve box frame and cover shall be set to finish grade by the Contractor before paving.
403-3 MANHOLES IN ASPHALT CONCRETE PAVEMENT
Add the following:

Pavement patch material around all frame and covers shall conform to the finish pavement layer specifications; PG 64-16 ARHM GG-C.

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SPECIAL PROVISIONS
PART 5

PIPELINE SYSTEM REHABILITATION

PEDESTRIAN CROSSING TRAFFIC SIGNAL (HAWK) AT

FOOTHILL BOULEVARD AND INDIANA AVENUE
CONTRACT 25/26-05
STATE PROJECT NUMBER: HSIPSL-5417(029)
Not Applicable

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SPECIAL PROVISIONS
PART 6

TEMPORARY TRAFFIC CONTROL

PEDESTRIAN CROSSING TRAFFIC SIGNAL (HAWK) AT

FOOTHILL BOULEVARD AND INDIANA AVENUE
CONTRACT 25/26-05
STATE PROJECT NUMBER: HSIPSL-5417(029)
PART 6 – TEMPORARY TRAFFIC CONTROL
600-1 General
600-1 General, is amended by adding thereto the following:

The Contractor shall notify the occupants of all affected properties at least 48 hours prior to any temporary obstruction of access.

Street closures will not be allowed, except as specifically permitted by the Engineer. Any proposed local street and pedestrian closures must be submitted to the City for approval. The Contractor shall place message signs 7 days before the closure date and notify the residents and businesses, in coordination with the City, 72 hours before any closure.

Lane transitions shall conform to the Caltrans Traffic Manual, Section 5-08.4, “Transition Area.”
Temporary traffic channelization shall be accomplished with barricades or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor shall prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed on finished pavement surfaces which are to remain.

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

The Contractor shall install a minimum of four (4) CMS’s, or as required by the engineer. Work hours shall be from 8:30 a.m. to 2:30 p.m.

Unless otherwise specified, all costs associated with the requirements of this Section shall be considered as included in the bid item TRAFFIC CONTROL SYSTEM and no additional costs will be made therefor.

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The Contractor’s attention is directed to Appendix “E” –TRAFFIC CONTROL REQUIREMENTS WITHIN CITY R/W.
600-2 Vehicular Access, is amended by adding thereto the following:

Vehicular access to property line shall be maintained, except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed, except as
permitted by the Engineer.

At least one 12-foot wide traffic lane shall be provided for each direction of travel on all streets at all times, except as permitted by the Engineer. The traffic lanes shall be maintained on pavement, and shall remain unobstructed.

Clearances from traffic lanes shall be 5 feet to the edge of any excavation and 2 feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction.

The Contractor’s attention is directed to Appendix “E” –TRAFFIC CONTROL REQUIREMENTS WITHIN CITY R/W.

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SPECIAL PROVISIONS
PART 7

TRAFFIC SIGNAL AND STREET LIGHTING SYSTEM

PEDESTRIAN CROSSING TRAFFIC SIGNAL (HAWK) AT

FOOTHILL BOULEVARD AND INDIANA AVENUE
CONTRACT 25/26-05
STATE PROJECT NUMBER: HSIPSL-5417(029)
Section 700 “Materials” and 701 “Construction” is hereby deleted in its entirety and replaced with the following:

All equipment, materials, and components for traffic signal loop replacement shall conform to the 2025 Caltrans Standard Plans and Revised Standard Specifications, Section 86, "Electrical Work" and Section 87 “Electrical Systems” unless otherwise noted in these Special Provisions and on the Plans. These Plans and Specifications are hereinafter referred to as State Standard Plans and State Standard Specifications. Copies of these documents are available from the Caltrans, District 7 office at 100 South Main Street, Los Angeles, California 90012 or from Caltrans, 6002 Folsom Boulevard, Sacramento, California 95819, (916) 445-3520.

All materials required for the completion of work as shown on the Plans shall be provided by the Contractor.

SECTION 86 – GENERAL
86-1.01 General.
86-1.01C Submittals. The schedule of values (cost breakdown) shall be submitted to the Engineer in conjunction with equipment list and drawings.

Equipment List and Drawings shall be submitted to the Engineer within ten (10) working days after the date of the Notice of Contract Approval.

Materials lists, manufacturer's data, brochures, technical data, etc., shall be labeled and identified, and shall be submitted in bound booklet form.

The Contractor shall retain one copy of all approved material lists and samples at the job site, readily accessible for inspection by the Engineer. Said materials lists and samples shall be the basis for approval or rejection of work.

The Contractor shall guarantee the entire work constructed under this contract and will fully meet all requirements as to quality of workmanship and materials furnished by him. The Contractor shall make, at the Contractor’s expense, any repairs or replacements made necessary by defects in workmanship or materials that becomes evident within 1 year after acceptance of work by the Agency and

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to restore to full compliance with the requirements of these Specifications, any part of the work which during the 1-year period is found to be deficient with respect to any provision of the Plans and Specifications. The Contractor shall make all repairs and replacements promptly upon receipt of written orders from the Engineer. If the Contractor fails to make the repairs and replacements promptly, the City may do the work and the Contractor and his surety shall be liable to the City for the cost.

Whenever any work or equipment is to be guaranteed or maintained by a manufacturer, supplier, or subcontractor, said obligation shall be that of the Contractor.

All guarantees shall be in writing and delivered to the Engineer by the Contractor prior to final acceptance of the work.
86-1.02 Materials.
86-1.02B Conduit. Conduit shall be Schedule 80 PVC.
86-1.02C Pull Boxes. Pull boxes shall be pre-cast reinforced concrete. Grout-in bottom of pull boxes will not be required.

Electrical pull boxes, unless noted otherwise on the Plans, shall be No. 5 or larger and shall have plastic lined lids. Lids shall be labeled “Traffic Signal”. 86-1.02F Conductors and Cables.
86-1.02F(2) Conductors.
86-1.02F(2)(c) Copper Conductors.
86-1.02F(2)(c)(i) General. Circuit conductors shall be THW PVC type. 86-1.02J Standards, Poles, Pedestals, and Posts. Where the State Standard Plans refer to the side tenon detail at the end of the signal mast arm, the applicable tip tenon detail may be substituted.
86-1.02K Luminaires.
86-1.02K(1) General. LED luminaires shall be Evolve Cobra Head (ERL1) type or approved equal. Evolve luminaires shall be model ERL1-0-13-C5- 40-E-GRAY-L.
86-1.02M Photoelectric Controls. Photoelectric control shall be Type IV for all intersection lighting and internally illuminated street name signs.

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86-1.02P Enclosures. Existing Type III-BF, shall be modified as listed below and shown on Plans.

Contractor shall remove existing Type III-BF Service and reconstruct its foundation, per latest Caltrans Standard for a Type III-BF Service. Anchor Bolts and their layout are allowed to be modified to fit base of existing enclosure. Upon initial cure, the contractor shall place existing cabinet atop newly constructed foundation. Final torquing of the anchor nuts shall be done after the foundation has fully cured. Below are the breakers needed for the new HAWK Signal (See Appendix for City Service Pedestal Standards):

Metered Section:
- 20A (Illuminated Street Name Signs)
- 20 A (Spare)
- 50A (Traffic Signal Controller)
- 15A (Control Circuit)
Un-Metered Section:
- 2 Pole 30A (Intersection Safety Lights)
- 15A (Control Circuit)
Contractor is responsible for the service cabinet upon its removal. Contractor shall coordinate with Edison for power shut down and turn on. 86-1.02Q Cabinets.
86-1.02Q(2) Controller Cabinets. Type ATC EX2070 controller assembly in Type 332L cabinet with D4 software, as noted on the Plans with all necessary equipment for the intended operation.

The cabinet shall be tested by the Los Angeles County Department of Public Works. Cost for testing and delivery to and from the test site, including the purchase of the D4 software, shall be considered as included in the lump-sum bid price for Pedestrian Hybrid Beacon (HAWK) signal, and no additional compensation will be allowed.
86-1.02R Signal Heads.
86-1.02R(3) Backplates. Backplates shall be aluminum alloy with 2” yellow reflective strip on the face around the perimeter.
86-1.02R(4) Signal Faces. Vehicle indications a shall be 12-inch LED with visors and backplates.
86-1.02R(4)(d) Visors and Directional Louvers. Visors
shall be aluminum alloy and full circle type.

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86-1.02T Accessible Pedestrian Signals.

Accessible Pedestrian Signal (APS) shall be a 2-wire system and carry an audible message recorded in a soundproof studio or room. For custom messages, see appendix.

Button shall have raised arrow with vibrotactile device and touch-free technology.

Full push button assembly including button shall be color Yellow.

Signs shall be 9x12 R10-3b sign.

SECTION 87 – ELECTRICAL SYSTEMS
87-1 GENERAL
87-1.03 Construction.
87-1.03A General.

No work shall commence and no material or equipment shall be stored at the jobsite until such time that the Contractor notifies the Engineer in writing of the date that all electrical materials and equipment are to be received. Upon receipt of said notification by the Engineer, the Contractor may commence work within 5- working days prior to said delivery date.

New traffic signal system shall be in operation before the removal of existing traffic signal.

Traffic signal shutdowns shall be limited to the hours between 9 a.m. and 2 p.m. and shall not be permitted on Saturday or Sundays.

Contractor shall coordinate with an Edison certified contractor to comply with minimum overhead clearances for the removal and/or installation of traffic signal poles. The cost to hire an Edison certified contractor to perform work shall be included in the lump sum price bid for traffic signal installation and no additional compensation will be allowed therefore.

Where the Contractor-installed facilities are damaged prior to final acceptance by the Engineer, the Contractor shall repair or replace such facilities at his own expense.

The traffic signal must be operational within 5 days after erection of standards.

The job site shall be maintained in a neat and orderly condition at all times and areas of sidewalk removal to be left open for less than 5 days shall be covered with plywood sheeting and barricades. Areas to be left open more than 5 days

Spc25/26-05 SP-49
shall be patched with temporary AC pavement, smoothed to provide a level finished walking surface.

All striping, pavement markings, and signing shall be in place prior to signal turn on.

Turn on of the traffic signal system shall not be made on a Friday or the day preceding a legal holiday, and will be permitted between the hours of 9 a.m. and 2 p.m. only. The City shall be notified at least 48 hours prior to the intended turn on and the City’s signal maintenance company must be present. 87-1.03 Conduit Installation. Bends shall be factory bends.

Conduit shall be installed using directional drilling (boring) method. Trenching in Pavement is not allowed.
87-1.03C Installation of Pull Boxes. No pull box shall be located in or within 1-foot of any curb ramp.
87-1.03E Excavation and Backfilling for Electrical Systems. Excavation for foundation shall be hand dug until clear of obstructions.

Existing footings for street lights and traffic signals shall be removed complete and the remaining hole backfilled and compacted.
87-1.03H Conductor and Cables Splices.
87-1.03H(2) Splice Insulation Methods. Splices shall be Type C insulated by Method B, as shown on State Standard Plan ES-13A, except detector conductor (video, loop, et cetera) splices shall be Type S or T insulated by Method B, as shown in the Standard Plans, and shall also be soldered. 87-1.03L Utility Service. Electrical service equipment installation and conduit run details shall be as specified by the serving utility company, and written proof of their approval by the utility shall be submitted to the Engineer prior to installation.

The Contractor shall be responsible for all service details, expenses, and scheduling far in advance of need. The Contractor shall pay all service connection fees.

Detection for traffic signals shall be ITERIS Vantage Next Vehicle Detection System with SmartCycle technology or approved equal as noted on the plans. 87-3 SIGN ILLUMINATION SYSTEMS
87-3.01 General.

Signs shall be non-illuminated ped xing (street name) signs.

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Details of color, style, borders, and spacing shall conform to the standards established by the City. "Periods" shall not be used on abbreviations. A scale layout for each legend shall be submitted to the Engineer for approval prior to fabrication. 87-21 EXISTING ELECTRICAL SYSTEMS
87-21.03 Construction.
87-21.03B Maintaining Existing Electrical Systems. All work and materials required to keep the existing flashing beacon and street lighting systems operational, including temporary poles and wiring per Section 87-20 “Temporary Electrical Systems” will be considered as included in the lump-sum price bid for Pedestrian Hybrid Beacon (HAWK) signal, and no additional compensation will be allowed therefor.

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SPECIAL PROVISIONS
PART 8

LANDSCAPING AND IRRIGATION
SECTION 800 - LANDSCAPE AND IRRIGATION MATERIALS
800-1 LANDSCAPE MATERIALS
800-1.1 Topsoil.

Import topsoil shall be Class A for planting areas and make-up fills.

All other requirements shall be as specified in Section 800-1.1.2.

Class A topsoil shall be tested for agricultural suitability and infiltration rates.

The test results from samples taken at the source shall be delivered to the Engineer at least 10 working days prior to anticipated delivery date to the site. Should the proposed source material be unsatisfactory, the Contractor shall locate a suitable material, and shall pay all additional costs for testing. 800-1.1.2 Class “A” Topsoil
Add the following:

Soil for backfill and make-up fill shall be Class A Topsoil with the following restrictions: Gradation limits shall be 85 percent through 95 percent sand, maximum 10 percent silt, maximum 5 percent clay.

The permeability rate shall be not less than 1½” per hour and no greater than 3” per hour.
800-1.2 Soils Fertilizing and Conditioning Materials
General.

Fertilizing and soil conditioning shall comply with the applicable requirements of the State Food and Agricultural Code. All materials shall be packaged first grade, commercial quality products identified as to source, type of material, weight, and manufacturer’s guaranteed analysis.

Fertilizing and soil conditioning material shall not contain toxic ingredients or fillers in quantities harmful to human life, animals, or plants. The contractor shall furnish a Certificate of Compliance stating that the material substantially meets the specifications. Exact fertilizing and conditioning materials and the required composition and quantities shall be determined by agronomic soils test provided by the Contractor at the completion of rough grading per the requirements of the Model Water Efficient Landscape

Spc25/26-05 SP-50
Ordinance of the State of California.

Composted organic humus shall be tested by the soils testing laboratory prior to being used.

Nitrogen stabilized sawdust shall be derived from redwood or fir and shall be granular in nature, stabilized with nitrogen and shall have a minimum organic content of 90% by weight, particle size with 95 to 100% passing

2.33 mm standard sieve, 0.5% nitrogen, 1.75 salinity, iron content minimum 0.08% dilute acid soluble Fe (dry weight), ash 0 to 6% (dry weight), pH of 5.5 to 6.0.

Sand shall be fine, clean and natural, free from deleterious material, weed seed, clay balls, or rock with minimum 95% passing a No.4 sieve and maximum of 10% passing a No.1 00 sieve.

Gypsum shall be agricultural grade with 90% minimum calcium sulfate.

Fertilizer shall be commercially mixed and packaged pelleted or granular form N-P-K blend with micronutrients as recommended by an approved soils report.

Dolomite lime shall be agricultural grade with 35% minimum magnesium carbonate and 49% minimum calcium carbonate with 100% passing a No. 65 sieve.
800-1.2.3 Commercial Fertilizer.

Commercial fertilizer shall be 12-12-12 NPK.

Planting tablets shall be tightly compressed, long-lasting, slow-release fertilizer tablets weighing 21 grams, with a potential acidity of not more than 5 percent by weight and having an analysis of 20-10-5.

Humate shall be TRI-C humate or premium humate available from TRI-C Enterprises. Contact 1-800-927-3311
https://www.tri-corganics.com/contact
800-1.2.4 Organic Soil Amendments.

Organic Soil Amendments shall be per the agronomic soils report, provided and paid for by the Contractor at the completion of grading per the requirements of the Model Water Efficient Landscape Ordinance of the State of California.

Organic soil amendment shall be Type 1.

The organic amendment shall be a high quality, composed or natural organic with an EC<2.0 dSm-1. The amendments shall be composted

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to a C:N ratio of 12:1 maximally, or additional nitrogen provided during incorporation. The compost shall be sampled and analyzed by a lab before being incorporated.
800-1.2.5 Mulch.

Mulch shall be as specified on the plans.

Add new section as follows:
800-1.2.6 Soil Conditioners.

Iron Sulfate. Iron sulfate shall be ferric sulfate or ferrous sulfate in pelleted or granular form, containing not less than 18.5 percent iron expressed as metallic iron and shall be registered as an agricultural mineral with the State Department of Agriculture in compliance with Article 2, “Fertilizing Materials,” Section 1030 of the Agricultural Code. 800-1.4 Plants.
800-1.4.1 General. Add:

Varieties shall be as shown on the drawings.

All quantities shall be verified by an actual count on the drawings.

Plants shall have been grown in nurseries inspected by the State Department of Agriculture.

Inspection and approval of plants is required. Engineer may reject entire lot of plants represented by defective samples. Plants not approved are to be removed from site immediately and replaced with suitable plants. All plants will be inspected on site of work prior to installation.

All planting material shall be inspected and approved by the engineer, via photo submittals, prior to delivery to the site. Photo submittal shall include nursery/supplier information and date. Any material delivered to the site without prior approval is subjected for rejection. Photo submittals shall be sent to the engineer a minimum of 72 hours prior to shipment of material.

Submittals should include some type of scale reference in photo (e.g. person, measuring tape, etc.). Engineer shall be notified of scheduled nursery delivery times a minimum of 24 hours prior to shipment. Refer to planting specifications for additional requirements regarding quality of nursery stocks.

Add new section as follows:

Section 800-1.7 Landscape Materials.

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800-1.7.1 Filter Cloth. Filter cloth shall be a geo-textile fabric, Type 90N as specified in Table 213-2.2 (A), or TenCate Mirafi S-Series, Trevira Spunbond 1115, or equal.
800-1.7.4 Samples. Within 15 calendar days of award of contract, submit one 24-inch by 24-inch sample of each item with joining strip or seam and two copies of manufacturer’s technical data for approval. 800-2 IRRIGATION SYSTEM MATERIALS
General. Within 15 days after award of contract, submit for review 2 copies of a complete materials list, including manufacturer’s name and number, covering all material required under this contract, together with 2 copies of descriptive literature on all items listed.

Commence no irrigation system construction prior to receipt of Engineer’s determination.

Item Description Item Description
Flush valve Rain sensor, wire and enclosure
Plastic pipe, pipe fittings, swivel joints Flush valve box and lid Metal pipe, fittings Primer and solvent for plastic pipe Main filter and element Pipe anchors
Remote control valves (R.C.V.) Main filter valve box and lid Identification wire and tape R.C.V. valve box and lid
Irrigation control wire and connectors Wire and connectors Drip filter, relief valve, and drain valve
Drip emitter, tubing, connectors, boxes,
indicators Control wire conduit and pull boxes
800-2.1 Pipe and Fittings. Plastic pipe ¾ inch through 1½ inches shall be PVC 1120, Schedule 40 solvent welded pipe.

Plastic pipe 2 inches and over shall be PVC 1120, Class 315 solvent welded pipe.

All pipe sleeving shall be PVC 1120, Schedule 40 solvent welded pipe.

Swing joints shall be as detailed on the drawings. Swing joints and all fittings shall be same pipe size as sprinkler body inlet. Pressure pipe risers and fittings shall be PVC Schedule 80.

Risers and fittings for backflow prevention device shall be red brass, standard weight.

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800-2.1.3 Plastic Pipe and Fittings. All plastic pipe shall be new normal impact rigid polyvinyl chloride (PVC) 1220 or 1120 pipe extruded from 100 percent virgin materials. All pipe O.D. sizing shall be done in conformance with AWWA iron pipe sizing (I.P.S.). All pipes shall be National Sanitation Foundation approved.

Pipe shall be homogenous throughout, free from visible cracks, holes, blisters, dents, wrinkles, die and heat marks, and foreign materials.

Continuously and permanently mark pipe with manufacturer’s name or trademark, kind and size pipe, material, manufacturer’s lot number, schedule, or Class and NSF seal of approval.

The physical specifications of the Society of Plastic Industries for each type of pipe used shall be deemed and construed as a part of this Specification.

Pipe dating shall be done in conjunction with records held by the manufacturer for 2 years, covering quality control tests, raw material batch numbers, and any other information required by the manufacturer.

Nominal pipe sizes in I.P.S. and Metric shall be as shown in the table below:

Iron Pipe Size
(I.P.S.)
Metric Standard Diameter
Nominal (D.N.)
½” 15 mm
¾” 20 mm
1” 25 mm
1¼” 32 mm
1½” 40 mm
2” 50 mm
2½” 65 mm
3” 75 mm
4” 100 mm
6” 150 mm
Solvent weld fittings shall be PVC manufacture, heavy wall and of the IPS solvent welded types, Schedule 40. Fittings containing threads shall be Schedule 80.

Primer and solvent cement shall be of the type and

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make approved by the pipe manufacturer for use on its
pipe. Unless noted otherwise by manufacturer, primer
shall meet ASTM F-656, and cement shall meet ASTM D2564. 800-2.2 Valves and Valve Boxes.
800-2.2.2 Shut-Off Valves (S.O.V.) Shut-off valves shall be as specified on the drawings.
800-2.2.4 Remote Control Valves. Remote control valves shall be as specified on the drawings.
800-2.2.6 Quick Coupling Valves and Assemblies. Quick coupling valves shall be as specified on the drawings.
800-2.2.7 Valve Boxes.

1. Gate valves. Gate valve box shall be as specified on the drawings.

2. Remote control valve boxes. Valve box shall be as specified on the drawings.

Add new sections:
800-2.5 Drip and Subsurface Irrigation Equipment.

Drip emitter line and subsurface irrigation equipment shall be as specified on the drawings.

Dripline spacing between row shall be as specified on the drawings.

Dripline installation in sandy or clay soil area shall follow manufacturer’s installation guidelines.

Operation indicator and flush valve shall be as specified on the drawings. 800-3 ELECTRICAL MATERIALS
800-3.1 General. All wiring and pull box details shall conform to drawing details, these Specifications and as follows:
(a) National Electrical Code.
(b) Local Codes and Ordinances.
(c) Recommendations as printed by the respective supplier.

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(d) All wiring shall be continuous, soldered and encapsulated in epoxy-filled Rainbird “DB Series Wire Connector” containers or 3M “DBR/Y” Direct Buy Splice Kit, at connections to remote control valves.

It shall be the Contractor’s responsibility to call out any conflict between the above-listed recommendations.
800-3.2 Conduit and Conductors.
800-3.2.1 Conduit. The first paragraph of Subsection 800-3.2.1 of the Standard Specifications is hereby deleted and replaced with the following:

Conduit shall be PVC 1120, Schedule 40 solvent welded pipe.

Conduit shall be a minimum size as shown in the table below:

Conduit Size Maximum Number of
Wires (#14 AWG)
15mm (½”) 2
20mm (¾”) 4
25mm (1”) 6
32mm (1¼”) 10
40mm (1½”) 14
50mm (2”) 25
800-3.2.2 Conductors. The second paragraph of Subsection 800-3.2.2 of the Standard Specifications is hereby deleted and replaced with the following:

LOW VOLTAGE CONDUCTORS
Pilot lines and common wire connecting remote control valves to automatic controller shall be direct burial, U.F. type with approved 4/64-inch thick waterproof coating, 600 volt, 75 degrees centigrade, copper single-strand wire, U.L. approved.

All “pilot” wires shall be black color. All “common” wires shall be white color.

SECTION 801 - LANDSCAPE AND IRRIGATION INSTALLATION
801-1 GENERAL
All existing lawn and landscape areas disturbed by the Contractor as part of or as a result of the work shall be prepared and re-sodded and/or replanted in kind,

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except as otherwise designated in the Plans. Existing irrigation systems shall be repaired and restored to operating condition to the satisfaction of the Engineer.

Contractor shall field verify with Engineer exact location of all irrigation components such as, but not limited to, valves, sprinkler heads, piping, etc., prior to start of construction. All irrigation components shall be protected in place unless otherwise noted on plans. However, where there are conflicts with new sidewalks, the water supply lines, valves, and sprinkler heads shall be modified and adjusted to grade or relocated, as necessary. The reinstallation of irrigation components shall be performed in the same manner in which they were originally installed. 801-2 EARTHWORK AND TOPSOIL PLACEMENT
801-2.3 Finish Grading, Topsoil Preparation and Conditioning 801-2.3.1 General.

Add the following:

After Class A and/or C topsoil and bioswale planting media have been placed and prior to amendment, the topsoil and planting media shall be sampled and tested for agricultural suitability and infiltration rates by the Contractor to assure compliance with the Specifications and approved testing source. Supplemental tests may be made to assure compliance with amendment and fertilization specifications. All costs associated with testing shall be borne by the Contractor.
801-2.3.2 Fertilizing and Conditioning Procedures.

Add the following:

The topsoil and planting media shall be amended as recommended by the testing laboratory. Should the amendment recommendations furnished by the laboratory exceed those required by the bidding documents, the laboratory recommendations shall be applied at no additional cost to the Agency.

Incorporate into the top 6” of the soil, using a mechanical tiller, tilling in two separate directions the following materials, in all areas to be planted:

Material Rate per 100m2(1,076 square feet)
Type I Amendment 2.5 m3(3 cubic yards)
Commercial Fertilizer 5 Kg (10 pounds)
Agricultural Gypsum 45 Kg (100 pounds)

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801-4 PLANTING
801-4.1 General.

Add the following:
801-4.1.1 The Contractor is responsible to schedule tree deliveries. Daily deliveries shall not exceed the Contractor’s capability to place delivered trees on site unless the Contractor has provided adequate off-site storage space. All charges for extra handling shall be borne by the Contractor.

The Contractor shall provide off-loading and placing equipment of adequate capacity to safely handle the furnished trees. 801-4.3 Layout and Plant Location. Delete the first paragraph and replace with the following:
“The Contractor shall layout all shrubs and groundcovers and stake locations of trees for the Engineer's approval prior to planting.” 801-4.5 Tree and Shrub Planting. Delete the fourth paragraph of Subsection 801-4.5 of the Standard Specifications and replace it with the following:

All planting holes, unless otherwise specified in soils report, shall be backfilled with a prepared backfill mix consisting of the following:

Material Rate per cubic yard
Topsoil 1.0 CY
Soil Amendment 0.25 CY
Iron Sulfate 2 lbs.

Commercial Fertilizer 1 lb.

Insert planting tablets in the manner and of the number specified by the manufacturer in its printed instructions.
801-4.10 Mulch.
801-4.10.1 Installation. Following acceptance of plant material installation, apply even layer of mulch, 3-inches thick, over all areas shown as planting areas on the Plans. The mulch blanket inside watering basins shall be 3 inches thick. Taper thickness of mulch to meet pavement ½” minimum below the finished surface of pavement. Keep mulch 6 inches away from shrub root crown.

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801-5 IRRIGATION SYSTEM INSTALLATION
801-5.1 General.

Record Drawings.

The contractor shall provide and keep up to date at all times, a complete set of print record drawings (“As-Built” Drawings), which shall be corrected daily and show every change from the original Plans and Specifications and the exact installed locations, sizes and kinds of equipment. Prints for this purpose may be obtained from the Engineer at the Contractor’s cost. “As Built” Drawings shall be kept on site and shall be used only as a record set. “As Built” Drawings shall be full size drawings.
“As-Built” Drawings shall also serve a work progress sheets and shall be the basis for measurement and payment for work completed. "As-Built” Drawings shall be available at all times for observation and shall be kept in a location easily accessible to the City's Authorized Representative. In the event that the "As-Built" progress sheets are not available for review, or not current at the time of any site visit by the Owner's Authorized Representative, it will be assumed that no work has been completed and the Contractor will be assessed the cost of that site visit at the current billing rate of the Owner's Authorized Representative. No other site observations shall take place without prior payment of this assessment.

The Contractor shall make neat and legible notations on the "As-Built” Drawing progress sheets daily as the work proceeds, showing the work as actually installed. For example, should a piece of equipment be installed in a location that does not match the Drawings, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original symbols as indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original "As-Built” Drawings at the proper time.

Before the date of the Final Walk-Through, the Contractor shall transfer all information from the "As-Built” Drawing progress sheets to contact Mylar plans procured from the City's Authorized Representative at the Contractor's cost. Drafting shall be done with waterproof technical pen ink and applied to the contact Mylar by technical drafting pens made expressly for use on Mylar surfaces. Documenting the “As-Built” Drawings in AutoCAD, Release 2016 (or earlier release compatible with 2016) format is allowed in lieu of ink and Mylar drawings. Dimensions shall be documented so as to be easily readable even on the final Irrigation Controller Charts.

Mylar computer plots of the “As-Built” Drawings shall be submitted to the City's Authorized Representative for approval prior to the making of the Irrigation Controller Charts.

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The Contractor shall dimension from two permanent points of reference, building corners, sidewalk, or road intersections, etc., the location of the following items:
a. Connection to existing water lines.
b. Gate and ball valves.
c. Routing of sprinkler pressure lines (dimension max. 100' along routing).
d. Sprinkler control valves.
e. Routing of control wiring.
f. Backflow prevention assembly.
g. Master valve, flow sensor and sensor signal cable.
h. Quick coupling valves.
i. Control wire conduit and wire splice boxes.
j. Other related equipment as directed by the City's Authorized Representative.

On or before the date of the Final Walk-Through, the Contractor shall deliver the corrected and completed Mylar “As-Built” Drawings to the Owner's Authorized Representative. Delivery of the “As-Built” Drawings will not relieve the Contractor of the responsibility of furnishing required information that may have been omitted from the “As-Built” Drawings. 801-5.1.2 Items to be Furnished by Contractor. Provide the following tools as a part of this contract:
• Two tools for disassembly and assembly or adjustment
of each type equipment used in this installation requiring such special tools.
• Five valve box keys for lock-lid valve boxes used in this installation.
• Two sets of operating instructions and a parts list as printed by each manufacturer of each type equipment
included in this contract; refer to “Materials” section of the Specifications and legend on drawings.
801-5.1.3 Guarantees.

A letter guarantee from each manufacturer shall be submitted to the Agency guaranteeing materials for a period of 1 year against material defects and workmanship. In cases where longer guarantees are required by these Specifications, such guarantees are separate and distinct from the Contractor's general guarantee.

The guarantee for the irrigation system shall be in accordance with the

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attached form.

One copy of the Guarantee form shall be included in the Operations and Maintenance Manual.

The Guarantee form shall be re-typed onto the Contractor's letterhead and contain the following information:

GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship. And the work has been completed in accordance with the Drawings and Specifications, except for ordinary wear and tear and unusual abuse.

We agree to repair or replace any defects in material or workmanship, which may develop during the period of 1 year from the date of Final Acceptance by the City, and agree to repair or replace damage resulting from the repairing or replacing of such defects at no additional cost to the City.

We shall make such repairs or replacements within a reasonable time, as determined by the City, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the City, we authorize the City to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand.

PROJECT:

LOCATION:

SIGNED:

ADDRESS:

PHONE:

DATE OF ACCEPTANCE:
801-5.2 Irrigation Pipeline Installation.
801-5.2.5 Trench Backfill in Roadways and Parking Areas.

Section 801-5.2.5 is hereby added to Section 801 of the Standard Specifications as follows:

1. All trenches for pipeline and electrical conduit under roadways shall

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be backfilled with a Portland Cement Concrete treated slurry conforming to Subsection 800-1.1.2. Class Use Table for Trench Backfill Slurry. Sand bedding material shall extend at least 6 inches above the pipe or conduit.

2. Paving for trench cover shall meet the pavement requirements for this project and shall be at least the thickness of adjacent undisturbed paving plus 1-inch, thoroughly compacted in place, and finished to a neat continuous surface.
801-5.4 Installation of Valves, Valve Boxes, and Special Equipment.

Add the following:

Pull boxes for control wires that are set in pavement shall be flush with the finish surface.

Pull boxes for control wires, valve boxes, etc., shall be offset from and parallel to walk.
801-5.7 Flushing and Testing.
801-5.7.1 General.

The text of Subsection 801-5.7.1 of the Standard Specifications is hereby deleted and replaced with the following:

Flush Main Lines. Flushing of the lines will be done before quick coupling valves and remote control valves are in place. All open ends shall be piped (temporarily) to exhaust flushing water up and out of the trenches. No water will be permitted to fall into the trench. Flushing procedure will be to first open the ports nearest the source, then recap and move progressively toward the end of the line with only one open port flushing at any one time.
801-5.7.2 Pipeline Pressure Tests.

The text of Subsection 801-5.7.2 of the Standard Specifications is hereby deleted and replaced with the following:

1. Main Lines: Pressure tests on main lines shall be made after lines have been flushed and after control valves and quick coupling valves are set in place. Close all control valves by hand. Pipes shall be center-loaded leaving all fittings exposed. Contractor shall furnish force pump and pressure gauges necessary to complete pressure tests.

2. Pipe: All metal main lines in the system shall be capped and

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pressure tested at 125 psi (860 Kpa) for a period of 1 hour with no drop in pressure. All leaks found shall be corrected by turning the pipe in the fittings as no caulking or epoxy fillers will be permitted.

3. Plastic Pipe: All plastic main lines in the system shall be capped and pressure tested at 125 psi (860 Kpa) for a period of 1 hour with no drop in pressure. All leaks found shall be corrected by removing the leaking pipe or fittings and installing new material in place thereof and retesting.

4. Closing in Uninspected Work: The Contractor shall not allow nor cause any of this work to be covered or enclosed until it has been inspected, tested and approved by the Engineer. Should any of this work be enclosed or covered before such inspection and test, the Contractor shall uncover the work at his own expense and after it has been inspected, tested and approved, shall make all repairs with like materials necessary to restore all his work and that of the other contractors to its original condition.

Add the following Subsections:
801-5.7.5 Drip Irrigation Layout Inspection and Test.

Subsection 801-5.7.5 is hereby added to Section 801 of the Standard Specifications as follows:

The contractor shall notify the engineer for inspection and approval of dripline layout and coverage test prior to backfilling. Should any of this work be backfilled or covered before such inspection and test, the Contractor shall uncover the work at his own expense and after it has been inspected, tested and approved, shall make all repairs with like materials necessary to restore all his work and that of the other contractors to its original condition.
801-5.7.6 Approval.

Subsection 801-5.7.6 is hereby added to Section 308 of the Standard Specifications as follows:

Written approval and acceptance of the irrigation system must be obtained before final payment is considered.
801-6 MAINTENANCE AND PLANT ESTABLISHMENT
801-6.1 General.

The entire project shall be satisfactorily maintained, commencing from the time that all items of work have been completed as specified in the foregoing articles

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of these Special Provisions and to the satisfaction of the Engineer, and continuing through the plant establishment period and the landscape maintenance period until final acceptance of the project.

Project maintenance work shall consist of:

Description of work items:

Applying irrigation water Sweeping pavement
Removing weeds Removing litter and debris
Caring for plants Preventing and repairing damage
Mowing and edging Repairing landscape systems
Project maintenance work shall consist of applying water by automatic irrigation system and manually as needed supplement (except initial watering of plants), weeding, caring for plants, edging, sweeping walks, litter pickup, and performing all general project maintenance.
801-6.2 Plant Establishment Period.

The plant establishment period shall be part of the maintenance period. 801-6.3 Landscape Maintenance Period.

The landscape maintenance period shall be a minimum of 90 calendar days, commencing upon written authorization from the Engineer. This period shall not start until all construction work is complete, including the plant establishment period.
801-6.4 Plant Establishment and Landscape Maintenance Requirements. 801-6.4.1 General. In order to carry out the work, the Contractor shall maintain a sufficient number of men and adequate equipment to perform the work herein specified from the time any planting is done until the final approval.

If at any time the Contractor is not performing maintenance work in the opinion of the Engineer, maintenance period shall be suspended and not restarted until all deficiencies have been corrected to the satisfaction of the Engineer. No payments will be made for work required during the suspended period and the period shall be extended by the length of time of the suspension.

All plants and planted areas shall be kept well watered by automatic irrigation system and manual hand watering, as needed, and kept well weed-free at all times. Weeds shall be removed and disposed of off the

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site.

The Contractor shall be responsible for detecting diseases and pests as soon as their presence is manifested. He shall take immediate action to identify the disease and/or pest and apply such remedies as are necessary to control the infestation. He shall remove all rodents, taking control measures immediately upon discovery.

Apply commercial fertilizer on all planted areas as required to sustain growth. The Engineer shall be notified at least 2 days before starting this operation.

Damage to planting areas shall be repaired immediately. 801-6.4.3 Trees, Shrubs, and Groundcovers.

No pruning shall be performed by the Contractor unless directed in writing by the Engineer. The Agency’s Certified Arborist must be present for any attempted pruning operations. Seventy-two (72) hours prior notice to the Agency is required before commencing pruning operations.

Groundcovers shall be edged and trimmed to keep in bounds and to achieve an overall even appearance. Keep ground cover 12-inches clear of the base of shrubs, and clear of low branches.
801-6.4.4 Replacement of plants. All plants that show signs of failure to grow at any time during the life of the contract or those plants so injured or damaged from any cause, including vandalism, as to render them unsuitable for the purpose intended shall be immediately replaced in kind and size at the expense of the Contractor.
801-6.4.5 Inspections. A written notice requesting an inspection should be submitted to the Engineer at least 48 hours prior to the anticipated date.

Prior to inspection, the site must be thoroughly cleaned up and all excess material and debris removed.

Prior to start of and at the end of the landscape maintenance periods, the Contractor will be required to have a complete inspection and approval of all landscape construction items.

An inspection shall be scheduled at 30-calendar day intervals during the landscape maintenance period.
801-6.5 GUARANTEE
Add the following:

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Close Out. The irrigation system shall be ready for complete automatic operation to the satisfaction of the Engineer. Contractor shall provide all appurtenances, devices, record documents, and manufacturers literature necessary to operate and maintain the system, and guarantees, in writing.
801-8 PAYMENT
Add the following:

Payment for Landscape Planting and Irrigation System shall be as indicated in Project Provisions Section.

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PROJECT PROVISIONS

PEDESTRIAN CROSSING TRAFFIC SIGNAL (HAWK) AT

FOOTHILL BOULEVARD AND INDIANA AVENUE
CONTRACT 25/26-05
STATE PROJECT NUMBER: HSIPSL-5417(029)
These Project Provisions are supplementary and in addition to the City Special Provisions. Only those sections requiring elaborations, amendments, specifying of options, or additions arecalled out for project Provisions that are specific to this project.

SECTION 7 – MEASUREMENT AND PAYMENT
Compensation shall be made in accordance with Section 7 of the Special Provisions. The following are added for further clarification.

BID ITEM NO. 1 – TRAFFIC CONTROL.

The work shall conform to the provisions of Section 7-10 of the Standard Specifications, Special Provisions and Appendix “E” of the Project, the applicable provisions of the latest California Manual on Uniform Traffic Control Devices (MUTCD).

The contract price per lump sum (LS) for TRAFFIC CONTROL shall include furnish, install and maintain all traffic control, detour signage, striping, safety measures to perform the work, and preparation of traffic control plans, including all labor, materials, equipment, and tools necessary to provide all traffic control to ensure public and construction safety throughout the duration of the project. No payment will be made for any week where there is no construction activity performed by the Contractor even though the Contractor is still required to maintain traffic control.

BID ITEM NO. 2 – REMOVE EXISTING AND CONSTRUCT CURB & GUTTER TYPE A2-8 PER SPPWC STD 120-3.

Construction of curb and gutter shall conform to the provisions of Section 201-1 and Section 303- 5 of the Standard Specifications. Concrete shall be Class 520-C-2500. The work shall be performed at the locations shown on the Plans. Curb and gutter shall be constructed in accordance with the dimensions and elevations given on the on the Plans.

The contract price per lineal foot (LF) for REMOVE EXISTING AND CONSTRUCT CURB & GUTTER TYPE A2-8 PER SPPWC STD 120-3 shall include but not limited to furnishing all labor, materials, tools, equipment, hauling, disposing, slot pavement, tack coat, saw cutting and incidentals for the construction of curb and gutter complete in place and no additional compensation will be made therefor.

BID ITEM NO. 3 – REMOVE EXISTING AND CONSTRUCT CURB & GUTTER (MOD) TRANSITION TYPE A2, PER SPPWC STD PLAN 120-3. CURB FACE HEIGHT VAR 8" TO 10"
Construction of curb and gutter shall conform to the provisions of Section 201-1 and Section 303- 5 of the Standard Specifications. Concrete shall be Class 520-C-2500. The work shall be performed

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at the locations shown on the Plans. Curb and gutter shall be constructed in accordance with the dimensions and elevations given on the on the Plans.

The contract price per lineal foot (LF) for REMOVE EXISTING AND CONSTRUCT CURB & GUTTER (MOD) TRANSITION TYPE A2, PER SPPWC STD PLAN 120-3. CURB FACE HEIGHT VAR 8" TO 10" SHALL INCLUDE BUT not limited to furnishing all labor, materials, tools, equipment, hauling, disposing, slot pavement, tack coat, saw cutting and incidentals for the construction of curb and gutter complete in place and no additional compensation will be made therefor.

BID ITEMS NO. 4 – REMOVE EXISTING AND CONSTRUCT PCC CURB RAMP PER SPPWC STD PLAN 111-5 WITH DETECTABLE WARNING SURFACE CASE PER PLAN. (MOD WITH RET CURB) Remove interfering portion of existing material; backfill, grade, and compact to the designed elevations. Provide imported fill or base material as necessary to achieve the designed grade. Construction of curb ramp shall conform to the provisions of Section 201-1 and Section 303-5 of the Standard Specifications. Concrete shall be Class 520-C-2500. Curb ramp shall be constructed at the locations shown on the Plans. Truncated dome shall be as manufactured by ADA Solution Inc or Armor Tile and the color shall be Colonial Red or as directed by the Engineer.

The contract price per each (EA) for REMOVE EXISTING AND CONSTRUCT PCC CURB RAMP PER SPPWC STD PLAN 111-5 WITH DETECTABLE WARNING SURFACE CASE PER PLAN. (MOD WITH RET CURB) shall include but not limited to furnishing all labor, materials, tools, equipment, hauling, disposing, slot pavement, tack coat, saw cutting and incidentals for the construction of curb and gutter complete in place and no additional compensation will be made therefor.

BID ITEM NO. 5 – FURNISH AND INSTALL SIGNING AND STRIPING COMPLETE PER PLAN.

Installation of signing and striping and all appurtenances in this section, including red curb markings and removals and all other equipment necessary for intended operation and installation of signing and striping shall conform to the latest revision of Caltrans Standard Plans and Specifications, Section 214, and 314 of these Special Provisions. The work shall be performed at the location as shown on the Plans.

The contract price per lump sum (LS) for FURNISH AND INSTALL SIGNING AND STRIPING COMPLETE PER PLAN shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 6 - FURNISH AND INSTALL TYPE 332L CABINET WITH ATC EX2070 CONTROLLER.

Furnish and install new Type 332L Cabinet with New ATC eX2070 Controller with D4 Software including all other equipment necessary for intended operation and construction of new foundation shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the location as shown on the Plans.

The Contractor shall arrange to have a signal technician present at the time the controller unit is being installed. The technician shall be fully qualified to work on the controller assembly. During

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the controller installation, the traffic signal will be operating in flash mode. The contractor is responsible to put the traffic signal into flash mode and return it to full operation when the controller installation is complete. The contractor shall arrange for testing of the complete controller assembly (cabinet and controller unit) by the Los Angeles County Department of Public Works. Cost for testing and delivery to and from the County test site shall be considered as included in the lump-sum bid price.

Cabinet installations shall not be made on Friday, or the day preceding a legal holiday and shall occur only between the hours of 9:00 a.m. and 2:00 p.m. The City Engineer shall be notified at least 48 hours prior to the intended “turn-on”.

The contract price per each (EA) for FURNISH AND INSTALL TYPE 332L CABINET WITH ATC EX2070 shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 7 – MODIFY EXISTING TYPE III-BF SERVICE CABINET.

Modification of existing Type III-BF service cabinet shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per each (EA) for MODIFY EXISTING TYPE III-BF SERVICE CABINET shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 8 - REMOVE AND DISPOSE OF EXISTING FLASHING BEACON POLE.

Removal and disposal of existing Flashing Beacon pole, including all equipment and foundation complete, shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per each (EA) for REMOVE AND DISPOSE OF EXISTING FLASHING BEACON POLE shall include all labor, materials, equipment, complete removal of existing pole foundation, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 9 - FURNISH AND INSTALL 2-WIRE TOUCHLESS APS PUSH BUTTONS SYSTEM.

Installation of new APS Pedestrian Push Button Assembly shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per each (EA) for FURNISH AND INSTALL 2-WIRE TOUCHLESS APS PUSH BUTTON SYSTEM shall include the central communication control unit, R10-3E sign, uploading custom messages and all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 10 - FURNISH AND INSTALL TYPE 15TS POLE COMPLETE.

Installation of a Type 15TS Pole complete with luminaire mast arm, anchor bolts and foundation shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per each (EA) for FURNISH AND INSTALL TYPE 15TS POLE COMPLETE shall

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include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 11 - FURNISH AND INSTALL TYPE 19 POLE COMPLETE.

Installation of a Type 19 Pole complete with signal mast arm, luminaire mast arm, anchor bolts and foundation shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per each (EA) for FURNISH AND INSTALL TYPE 19 POLE COMPLETE shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 12 - FURNISH AND INSTALL LED LUMINAIRE.

Installation of a LED Luminaire shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per each (EA) for FURNISH AND INSTALL LED LUMINAIRE shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 13 - FURNISH AND INSTALL 3-12" LED HAWK CLUSTER VEHICLE HEAD.

Installation of new 3-12” LED HAWK Cluster Vehicle Head complete with mountings, visors and backplates (with yellow reflectorize border), shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per each (EA) for FURNISH AND INSTALL NEW 3-12" LED HAWK CLUSTER VEHICLE HEAD shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 14 - FURNISH AND INSTALL LED COUNTDOWN PEDESTRIAN HEAD.

Installation of new LED Countdown Ped Head with new mounting, visor, and housing shall conform to the latest revision of Caltrans Standard Plans and Specifications Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per each (EA) for FURNISH AND INSTALL LED COUNTDOWN PEDESTRIAN HEAD shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NOS. 15 AND 16 - FURNISH AND INSTALL #5, OR #6 PULL BOX.

The contractor shall furnish and install #5, #6, or #6E pull box. Pull boxes shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions.

The work shall be performed at the locations as shown on the Plans.

Existing pull boxes not reused shall be removed and salvaged and the area of removal repaired in kind with the surrounding area.

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The contract price per each (EA) for FURNISH AND INSTALL PULL BOX, SIZE AS NOTED ON PLANS shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NOS. 17 AND 18 - FURNISH AND INSTALL 2", OR 3” SCH 80 PVC CONDUIT.

Contractor shall furnish and install 2” or 3” Schedule 80 PVC conduit, sweeps, bushings, couplings, cement, and associated materials for the traffic signal and service pedestal as indicated on plans.

Conduit shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per linear feet (LF) for FURNISH AND INSTALL 2" OR 3” SCH 80 PVC CONDUIT shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 19 – FURNISH AND INSTALL TRAFFIC SIGNAL WIRING COMPLETE.

Installation of traffic signal conductors and wiring of the traffic signal complete for the intended operation shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per lump sum (LS) for FURNISH AND INSTALL TRAFFIC SIGNAL WIRING COMPLETE shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 20 - FURNISH AND INSTALL VIDEO DETECTION SYSTEM COMPLETE.

Installation of video detection system including cameras and wiring shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per lump sum (LS) for FURNISH AND INSTALL VIDEO DETECTION SYSTEM COMPLETE shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 21 - FURNISH AND INSTALL ILLUMINATED STREET NAME SIGN.

Installation of internally illuminated street name signs including sign assemblies, sign panels, LED light engine, swing mounts, banding, and wiring shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per each (EA) for FURNISH AND INSTALL ILLUMINATED STREET NAME SIGN COMPLETE shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

BID ITEM NO. 22 - FURNISH AND INSTALL REFLECTIVE STREET NAME SIGN.

Installation of reflective street name signs including sign assemblies, sign panels, sign mast arm, swing mounts, and banding shall conform to the latest revision of Caltrans Standard Plans and Specifications and Part 7 of these Special Provisions. The work shall be performed at the locations as shown on the Plans.

The contract price per each (EA) for FURNISH AND INSTALL REFLECTIVE STREET NAME SIGN COMPLETE shall include all labor, materials, equipment, and tools necessary to perform the work, complete in place, and no additional compensation will be made therefor.

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BID ITEM NO. 23 – REMOVE EXISTING AND CONSTRUCT 4” PCC SIDEWALK PER SPPWC STD PLAN 113-2.

Construction of PCC sidewalk shall conform to the provisions of Section 201-1 and Section 303-5 of the Standard Specifications. Concrete shall be Class 520-C-2500. PCC sidewalk shall be constructed in accordance with the dimensions and elevations given on the on the Plans.

The contract price per square foot (SF) for REMOVE EXISTING AND CONSTRUCT 4” THICK PCC SIDEWALK NATIVE PER SPPWC STD PLAN 113-2 shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, hauling, disposing, footing curb, saw cutting and incidentals for the construction of sidewalk complete in place and no additional compensation will be made therefor.

BID ITEM NO. 24 - REMOVE AND CONSTRUCT FULL DEPTH AC TO MATCH EXIST PAVEMENT, 8-INCH THICK MIN (B2-PG 64-10).

The limits and locations of the asphalt concrete pavement to be constructed shall be per plan.

The Contractor and Engineer shall inspect and assess the pavement condition and mark out any pavement areas that are to be reconstructed. The pavement areas shall then be reconstructed prior to re-opening of the impacted area to traffic and moving onto the next phase of construction.

Asphalt concrete shall consist of B2-PG 64-10 in class and grade and shall conform to the provisions of Sections 203-6 and 302-5 of the Standard Specifications and the Special Provisions for this project.

The contract price per square foot (SF) for REMOVE AND CONSTRUCT FULL DEPTH AC TO MATCH EXIST PAVEMENT, 8-INCH THICK MIN (B2-PG 64-10) shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, hauling, disposing, saw cutting and incidentals for the construction of Full Depth AC complete in place and no additional compensation will be made therefor.

BID ITEM NO. 25 - Construct Slurry Seal, Type II. Crack Seal All Cracks Greater Than1/4 Inch Prior To Placement of Coat Seal.

The contract per unit (SY) for Construct Slurry Seal, Type II, Crack Seal All Cracks Greater Than ¼ inch prior To Placement of Coat Seal shall include, but not limited to, full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in the furnishing and placing of the slurry seal including, but not limited to, cleaning the surfaces, crack sealing, material testing, and protecting the slurry seal until it has set, all as shown on the plans, as specified in these specifications and as directed by the Engineer BID ITEM NO. 26 – REMOVE EXISTING AND CONSTRUCT PARTIAL LONGITUDINAL GUTTER PER SPPWC STD PLAN 122-3, W=3.

Construction of partial longitudinal gutter shall conform to the provisions of Section 201-1 and Section 303-5 of the Standard Specifications. Concrete shall be Class 520-C-2500. The work shall be performed at the locations shown on the Plans. Partial longitudinal gutter be constructed in accordance with the dimensions and elevations given on the on the Plans.

The contract price per lineal foot (LF) for REMOVE EXISTING AND CONSTRUCT PARTIAL LONGITUDINAL GUTTER PER SPPWC STD PLAN 122-3, W=4 shall include but not limited to furnishing all labor, materials, tools, equipment, hauling, disposing, slot pavement, tack coat, saw

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cutting and incidentals for the construction of curb and gutter complete in place and no additional compensation will be made therefor.

BID ITEM NO. 27 –ADJUST WATER VALVE FRAME AND COVER TO GRADE.

Work under this item shall include, but not be limited to adjusting existing water valve to grade, as shown on the plans.

The contract price per each (EA) for ADJUST WATER VALVE FRAME AND COVER TO GRADE shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, and incidentals for adjusting water valves to grade and no additional compensation will be made therefor.

BID ITEM NO. 28 – DOUBLE ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE.

Adjust of Manhole to Grade shall conform to the provisions of Section 403 of the Standard Specifications.

The contract price per each (EA) for DOUBLE ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, and incidentals for Adjust Manhole Frame and Cover to Grade and no additional compensation will be made therefor.

BID ITEM NO. 29 – DOUBLE ADJUST SANITARY SEWER MANHOLE FRAME AND COVER TO GRADE.

Adjust of Sanitary Sewer Manhole to Grade shall conform to the provisions of Section 403 of the Standard Specifications.

The contract price per each (EA) for DOUBLE ADJUST SANITARY SEWER MANHOLE FRAME AND COVER TO GRADE shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, and incidentals for Adjust Manhole Frame and Cover to Grade and no additional compensation will be made therefor.

BID ITEM NO. 30 – UNCLASSIFIED EXCAVATION FOR BULB-OUT PLANTING AREA AS INDICATED ON THE PLAN.

Payments for items relating to excavation, removal and disposal shall be at the contract bid unit price per cubic yard (CY) as indicated in the bid schedule including excavation, disposal of AC pavement and spoils, and no other payment shall be made therefor.

BID ITEM NO. 31 – FURNISH AND INSTALL CLASS “A” TOPSOIL IN PLANTING AREA AS INDICATED ON THE PLAN.

Payment for Class A Topsoil shall be at the contract bid unit price per cubic yard (CY) and shall be graded to within 30mm (1/10 of a foot) of finish grade. No additional compensation will be made therefor.

BID ITEM NO. 32 – FURNISH AND INSTALL 1-GAL. SHRUB COMPLETE PER PLAN INCLUDING SOIL PREPARATION AND FERTILIZERS.

Spc25/26-05 PP-8
Payment shall be at the appropriate contract unit bid price per each size of container (EA) as indicated on the Bid Schedule and shall include all costs for furnishing and installing shrubs.

BID ITEM NO. 33 – FURNISH AND INSTALL 1” SCH 40 PVC MAINLINE INCLUDING CONNECTION TO EXISTING IRRIGATION MAINLINE.

Payment for irrigation main line shall be at the contract bid unit price per linear foot (LF) in place for each size specified in the bid including trenching and backfilling.

BID ITEM NO. 34 – FURNISH AND INSTALL ¾” SCH 40 PVC CONTROL WIRE CONDUIT.

Payment shall be at the contract bid unit price per linear foot (LF) in place for each size specified in the Bid Schedule including trenching and backfilling.

BID ITEM NO. 35 – FURNISH AND INSTALL 2” SCH 40 PVC SLEEVE.

Payment shall be at the contract bid unit price per linear foot (LF) in place for each size specified in the Bid Schedule including trenching and backfilling.

BID ITEM NO. 36 – FURNISH AND INSTALL 1-1/2” SCH 40 PVC SLEEVE BY TRENCHING IN ROADWAY AND SIDEWALK.

Payment shall be at the contract bid unit price per linear foot (LF) in place for each size specified in the Bid Schedule including trenching and backfilling.

BID ITEM NO. 37 – FURNISH AND INSTALL 1” DRIP ZONE REMOVE CONTROL VALVE

ASSEMBLY COMPLETE PER PLAN INCLUDING VALVE BOX AND CONTROL WIRES TO EXISTING CONTROLLER.

Payment for Drip Zone Control Assembly shall be at the contract bid unit price per each valve (EA) of the size as specified in the Bid Schedule, and shall be for a complete operating assembly, including valve box and cover and furnishing and installing control wires to controller.

BID ITEM NO. 38 – FURNISH AND INSTALL SUBTERRANEAN DRIP IRRIGATION

SYSTEM COMPLETE PER PLAN INCLUDING FLUSH VALVE, OPERATION INDICATOR AND SERVING LATERAL LINES.

Payment for subterranean/subsurface drip irrigation shall be at the contract bid price per square foot (SF) for subsurface drip system and shall be for a complete operating subsurface drip system installed, including servicing lateral piping, flush valves, operation indicator, and related valve boxes.

BID ITEM NO. 39 – FURNISH AND INSTALL 1” BRONZE GATE VALVE (SHUT-OFF) IN VALVE BOX, SIZE PER PLAN.

Payment for bronze gate valve shall be at the contract bid unit price per each valve (EA) of the size as specified in the Bid Schedule, and shall be for a complete operating assembly, including valve box and cover.

Spc25/26-05 PP-9
BID ITEM NO. 40 – FURNISH AND INSTALL 3” LAYER OF SHREDDED REDWOOD MULCH AS TOP-DRESS.

Payment shall be at the contract bid unit price per cubic yard (CY) installed and shall be full compensation for furnishing and installing mulch.

BID ITEM NO. 41 – PERFORM 90-CALENDAR DAY LANDSCAPE MAINTENACE PERIOD.

Payment shall be at the contract lump-sum bid price (LS), and shall include all costs of labor, materials, equipment, tools, and appurtenances to maintain the landscape planting and irrigation system.

Spc25/26-05 Appendix A
APPENDIX “A”
National Pollution Discharge Elimination System

REQUIREMENTS FOR CONSTRUCTION PROJECTS
The City of La Cañada Flintridge is a Permittee under the Los Angeles County National Pollutant Discharge Elimination System, NPDES Permit No. CAS614001 and as such is required by federal and state law to implement procedures to prevent and control the entry of pollutants and nonstorm water discharges into the City’s storm drain system to the maximum extent practicable. No person shall commence or continue any construction project in the City of La Cañada Flintridge that causes the disturbance of City right-of- way by clearing, grading, cold milling, saw cutting, paving, or excavating without obtaining a permit from the City. Pursuant to state and federal law, such permit shall include NPDES requirement as summarized below. The following requirements shall apply to all projects undergoing construction in the City of La Cañada Flintridge. The requirements set forth below shall apply at the time of demolition of an existing structure or construction.

1. No washing of construction or other industrial vehicles shall be allowed adjacent to a construction site. No water from washing vehicles on a construction site is allowed to run off into the City’s storm drain system.

2. Sediment, construction waste, and other pollutants from construction sites and parking areas shall be retained on the site to the maximum extent practicable.

3. The discharge from washing out concrete trucks and saw cutting, cold milling materials to the gutter, or storm drain system is prohibited.

4. Any sediments or other materials which are not retained on the site shall be removed the same day prior to leaving the site. Where determined necessary by the City Engineer or his or her designated representative, a temporary sediment barrier shall be installed.

5. On an emergency basis only, plastic covering may be utilized to prevent erosion of an otherwise unprotected area, along with runoff devices to intercept and effectively convey the runoff to the storm drain system after elimination of contaminants.

6. Drainage controls shall be utilized, as needed, depending on the extent of proposed construction activities.

7. Owners and developers of construction sites shall refer to and be familiar with the most recent edition of the Construction Best Management Practices Handbook, produced and published by the Storm Water Quality Task Force, to be used for specific guidance on selecting Best Management Practices for reducing pollutants in storm water discharges from construction activities.

8. Littering. No person shall throw, deposit, place, leave, maintain, keep or permit to be thrown, deposited, placed, left or maintained or kept, any refuse, rubbish, garbage, broken concrete, or any other discarded or abandoned, articles or accumulations, in or upon any street, alley, sidewalk, storm drain, inlet, catch basin conduit or drainage structure, business place, or upon any public or private plot of land in the City, so that the same might be or become a pollutant, except in containers, recycling bags, or other lawfully established waste disposal facilities.

Whenever an authorized inspector has reasonable cause to believe that there exists on the construction site any condition which constitutes a violation of the provisions of the requirements herein, the permit will cause to be in effect, and all construction works on the site shall be terminated at the contractor’s expense.

Spc25/26-05 Appendix B-1
APPENDIX “B”
City of La Cañada Flintridge
Construction and Demolition (C&D) Debris Management Report – Part 1 Project Location:

Contractor: Phone:

Contractor Mailing Address:

Contractor Email Address:

Contract Amount: $ Performance Security: $
Expected Start Date: Expected Completion Date:

Waste Hauler and/or Recycling Contractor(s) for this project. (Please check at least one, and notify Public Works if changed.):  NASA Services;  Athens Services;  Allied Waste
Expected Debris (check all that apply):  Concrete;  Asphalt;  Brick/Masonry Tile;  Wood;  Metal;  Glass;  Mixed Loads;  Other:

Are you proposing to self-haul any debris? If so, please fill out a Debris Management Plan, indicating what type(s) of material you are proposing to haul, how much of each type you are expecting (in tons), and to what location(s) the material will be taken. (Note also that no self- hauling shall occur before a Self-Haul Agreement and Haul Route Plan are approved by the Public Works Dept.)

RECYCLING REQUIREMENTS FOR CITY CONSTRUCTION PROJECTS
Are you aware that materials generated from your project can be recycled? The La Cañada Flintridge Municipal Code requires that applicants provide documentation showing that a minimum of 65% of non-hazardous construction and demolition debris will be salvaged, recycled, or re-used. Pleasebe informed that the following must now be performed prior to your request for final inspection:

Step 1: Before Project Begins
Submit the refundable Performance Security, calculated as the lesser of three percent (3%) of the total project cost or $10,000.

Complete Part 1 of this form and identify debris that will be generated from demolition, construction, and/or renovation on the project work site.

Submit Haul Route Plan and Debris Management Plan, if required.

Step 2: While Project Progresses
Save all weight tickets. If Haul Route Monitor is required, turn in all tickets at the end of each work day.

Step 3: After Project is Complete
Complete Part 2 (a&b) of this form and submit originals of all weight tickets from the project, verifying that a minimum of 65% of the debris or material generated was diverted from a landfill. Performance Security will not be refunded until such documentation has been submitted to Public Works and the Debris Management Report has been approved.

La Cañada Flintridge Debris Management Report for City Projects –Part 2a Submit Parts 2a & 2b with weight tickets and other recycling verification prior to finalinspection.

Project Name: Contract #:

Project Location: _
Diversion Rate (Total Tons Recycled divided by Total TonsGenerated):

Material Type Tons
Generated Tons Recycled Tons Disposed Hauler of Facility Date(s) Hauled Concrete/Asphalt
Brick/Masonry
Fixtures (Doors,
cabinets, etc.)
Glass
Metals
Soil
Wood (Lumber,
plywood, etc.)
Wood Shake/Shingles
Composition/Asphalt
Roofing
Mixed Loads
Other
TOTAL TONNAGE:

Appendix “
B
Appendix B-2

La Cañada Flintridge Debris Management Report for City Projects –Part 2a Submit Parts 2a & 2b with weight tickets and other recycling verification prior to final inspection.

Project Name: Contract #:

Project Location: _
Specify the method used to determine the volumes and weights, and certify that the method used was the most accurate, commercially reasonable method available.

If any materials were reused (e.g. dirt, roofing material), explain here and provide documentation (including photographs, if applicable).

CERTIFICATION
I hereby certify that all of the information reported in this Debris Management Report is true and correct and that the tonnage numbers reported in Part 2a of this Report represent the correct and complete amount of debris associated with the project. (Note that the City receives quarterly reports from local landfills, and applicants are subject to penalties for misreporting debris tonnage.) Applicant Signature and Date: Print Name:

Phone Number: Email:

Appendix “
B
Appendix B-3

APPENDIX “C”
CITY OF LA CAÑADA FLINTRIDGE

AUTHORIZED WASTE HAULER CONTACT LIST
Allied Waste Services Athens Services NASA Services
9200 Glenoaks Blvd. 11266 Peoria St. 1100 S. Maple Ave.

Sun Valley, CA 91352 Sun Valley, CA 91352 Montebello, CA 90640
Phone: (888) 742-5234 Phone: (877) 764-5551 Phone: (888) 888- 0388
Fax: (877) 458-3587 Fax: (323) 720-1293 Fax: (323) 888- 0398
(Roll-off, Commercial, (Roll-off, Commercial, (Roll-off, Commercial,
& Residential Services) & Residential Services) & Residential Services)
NOTICE: Use of unauthorized waste haulers for any project may result in the suspension of building inspections and permits, and the forfeiture of Performance Security. La Cañada Flintridge Municipal Code requires that only authorized waste haulers transport any type of solid waste in the City, including construction & demolition debris and roofing tear-off.

BINS IN THE STREET: To put a bin in the public right-of-way, you must have an Encroachment Permit with the Public Works Department.

Spc25/26-05 Appendix C

Spc25/26-05 Appendix D
APPENDIX “D”
CITY OF LA CAÑADA FLINTRIDGE

PUBLIC WORKS DEPARTMENT

LIMITED USE HAUL ROUTE PLAN
for
NEW TRAFFIC SIGNAL AT 200 FOOTHILL BOULEVARD

MID-BLOCK PEDESTRIAN CROSSING
CONTRACT 24/25-5
APPLICANT: _______________ JOB LOCATION: _______________ Contact Name:

Address:

Owner:

Address:

City of La Cañada Flintridge
One Civic Center Dr.

Phone: Phone: 818-790-8882
Proposed Haul Dates:

Hours of Operation:

Type of Material Hauled:

Haul Destination:

Inbound Haul Route:

Outbound Haul Route:

Hauling Frequency: No more than ( ) trips per hour (inbound or outbound) Type and Number of Trucks Used:

Quantity of Material:

Other Conditions:

1. All hauling operation shall be limited to the above operating hours and days. No early truckarrivals.

2. There shall be no truck queuing or staging on public streets.

3. No hauling shall be permitted on residential streets except directly to/from jobsite.

4. Any dirt or debris dropped or tracked onto city streets shall be cleaned immediately to the satisfaction of the Public Works Department.

5. Approval of this plan is limited to the specific type and quantity of materials identified above. No other materials shall be hauled to or from the site pursuant to this plan.

6. Hauling operation shall not block access to any street or adjacent properties at any time.

7. No work shall be conducted on weekends or city recognized holidays.

8. All work shall comply with the City Noise Ordinance, especially work within 100 feet of a noise-sensitive use.

9. The Applicant shall notify the Public Works Department at least 48 hours prior to start of hauling operations permitted pursuant to this plan.

10. The Applicant shall comply with the project’s Standard Urban Storm Water Management Plan (SUSMP) and follow all Best Management Practices (BMP) that apply to this project.

11. Any changes to the hauling operation conditions shall be requested in writing by the Applicant and approved by the Public Works Department prior to implementation.

Submitted: Recommended:

Applicant Date Applicant Date
Approved:

APPENDIX “E”

TRAFFIC CONTROL REQUIREMENTS

1. The Contractor shall obtain a City Permit for work performed in the City right-of-way and provide the City with general liability insurance in the amount of $1,000,000.00, naming the City as additionally insureds.

2. It is the responsibility of the Contractor performing work on a public street to install and maintain the traffic control devices according to the “Manual of Uniform Traffic Control Devices” (MUTCD), latest edition, to ensure the safe movement of traffic and pedestrians through or around the work area and provide maximum protection and safety to construction workers. The Contractor shall submit a traffic control plan for approval prior to start of work for any conditions not covered by the MUTCD. All traffic control plans shall be prepared and stamped by a licensed Traffic Engineer.

3. FLASHING ARROW BOARD(S) ARE MANDATORY FOR LANE CLOSURES ON MAJOR STREETS. They shall operate until traffic control is removed.

4. All travel lanes shall be open between 5:00 a.m. and 8:30 a.m. and between 3:30 p.m. and 9:00 p.m. One travel lane in each direction shall be open at all times between 8:30 a.m. and 3:30 p.m.

Flaggers may be used if one lane in each direction cannot be kept open with the prior approval of the Traffic Engineer. All traffic lanes shall be open before and after work hours.

5. All open trenches shall be covered with non-skid steel plates or temporary asphalt pavement before and after work hours.

6. All signs, delineators, barricades, etc., shall conform to the State of California Standard Specifications latest edition, the California Department of Transportation “Manual of Traffic Control for Construction and Maintenance Work Zones” (latest edition). All barricades shall be equipped with flashing/steady burn warning lamps at night. All cones, delineators, barricades, and "k" rail shall be reflectorized. All traffic control shall be kept in their proper position at all times, and shall be repaired, replaced, or cleaned as necessary to preserve their appearance and continuity. Any devices not part of the required traffic control or detours shall be removed from the view of the travelling public immediately.

7. The Contractor shall notify the METRO Bus Stops and Zones Dispatcher and any other affected transit services at least two working days prior to construction.

8. Where necessary, properly post "TEMPORARY NO PARKING ANYTIME" signs at least 72 hours before start of work. The Contractor shall notify the local Police Department immediately upon posting signs.

9. Vehicular and pedestrian access to adjacent properties shall be provided at all times. Closed sidewalks shall be posted with “SIDEWALK CLOSED” signs at each approach to the closure and an approved alternate route provided.

10. Protect traffic signal detectors in place or replace within 5 calendar days of final paving, or at the discretion of the Traffic Engineer. All detectors damaged by the work shall be replaced to the standards of the City Public Works Department.

11. Notify Public Works Department at least 48 hours prior to any work in right-of-way.

12. Any revisions to the traffic control plans or requirements shall be approved by the Traffic Engineer.

APPENDIX nFII

STANDARD PLANS
Standard Plan No. Description
SPPWC 110-2 DRIVEWAY APPROACHESSPPWC 111-5 CURB RAMP (10 sheets) SPPWC 120-3 CURB AND GUTTER - BARRIERSPPWC 150-4 CURB DRAIN (2 sheets) SPPWC 606-5 MFTAL HAND RAILINGS
CALTRANS A20A PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS CALTRANS A20B PAVEMENT MARKERS AND TRAFFIC LINES TOPICAL DETAILS CALTRANS A20D PAVEMENT MARKERS AND TRAFFIC LINES TOPICAL DETAILS CALTRANS A24A PAVEMENT MARKINGS ARROWS
CALTRANS A24D PAVEMENT MARKINGS WORDS
CALTRANS A24E PAVEMENT MARKINGS WORDSCALTRANS A24F PAVEMENT MARKINGS CROSSWALKS CALTRANS A24G PAVEMENT MARKINGS YIELD LINES, LIMFT LINES, AND WRONG

WAY DETAILS
CALTRANS ES-5A & ES-5B | LOOP DETECTORS (2 sheets)
Note: The Standard Plans here are listed for the Contractor's convenience and is not indicativeof all the Standard Plans that may be required for the construction of this project. It shall be the Contractor's responsibility to obtain all the Standard Plans necessary for the construction of this project.

A
4' (1200 mm)
MIN
Y

GRADE BREAKS
!STR (?R
s
Qu:0m
x . w x
A
TYPE A
A
4' (1200 mm)
MIN
Y

GRADE BREAKS
JL w x
7\
TYPE B
INTEGRAL CURBy
4' (1200 mm)
MIN
Y
^

GRADE BREAK
R R
\G
x\ w
tT
TYPE C
4' (1200 mm)
MIN Y
2%
'..;
.'
1" (25 mm) CF

SECTION A-A
CURB FACE, inches(mm)
X, inches(mm)
Y, inches
(mm)
6" (150) or less | 3'-0" (900) | 4'-0" (1200)7" (175) 5'-6" (1050) [ 4'-9" (1425) 8" (200) 4'-0" (1200) | 5'-8" (1700)9" (225) 4'-6" (1350) | 6'-6" (1950)10" (250) 5'-0" (1500) | 7'-3" (2175)11" (275) 5'-6" (1650) | B'-O" (2400)12" (300) or more] 6'-0" (1800) | Q'-Q" (2625) NOTES:1. RESIDENTIAL DRIVEWAYS SHALL BE 4"
(100 mm) THICK PCC.

2. COMMERCIAL DRIVEWAYS SHALL BE 6"
(150 mm) THICK PCC.

5. WEAKENED PLANE JOINTS SHALL BE INSTALLED
AT BOTH SIDES OF A DRIVEWAY AND AT10' (3.0 m) INTERVALS.

4. CURB FOR TYPE C DRIVEWAY SHALL BE
INTEGRAL AND MATCH ADJACENTCONSTRUCTION.

5. REFER TO LOCAL DEVELOPMENT REGULATIONS
FOR AMERICANS WITH DISABILITIES ACCESSREQUIREMENTS AND MAXIMUM PERMITTEDDRIVEWAY WIDTHS.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PROMULGATED BY THE
PUBUC WORKS STANDARDS INC.

GREENBOOK COMMITIEE
1B84
REV. 1998, 2009

DRIVEWAY APPROACHES

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLAN
110-2
SHEET 1 OF 1

4' (1220 mm) MIN
CURB/'

CURB FACE'
4' (1220 mm) MIX
-TRANSITION
MIN
A
4:
6^
^K
ii^ll <K NOTE 8 ^
CKIO
NOTE 2 <10
a-ia10%
MAX
/
x x
-JA
ix4' (1220 mm)
sll
TYPE 1
A OR B
^
4' (1220 mm)
R JR L z z
N: &5 GRADE BREAK r^ >-K NOTE 8
NOTE 2-
x
<1< <
2 ^: ;:N 0:10 N<10 ^ <; CM
a-ia- 3;;;^ iso U)% MA
CURB-^
CURB FACE7
x
>; ^1
_x_
4' (1220 mm)
ILJ
A OR B
SEE FIGURE 1
TYPE 2
CASE A

PARTS OF THIS STANDARD PLAN SHOW INSTALLATION FOR TYPICALRETROFIT CONDITIONS, AND ARE NOT FULLY COMPLIANT WITH CALIFORNIA BUILDING CODE REQUIREMENTS FOR NEW DEVELOPMENT.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PROMULCATED BY THE
PUBLIC WORKS STANDARDS INC.

GREENBOOK COMMITTEE
1992
REV. 1996. 2000. 2005, 2009.
2013

CURB RAMP

USE WI-TH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLAN
111-5
SHEET 1 OF 10

I
I
CL
s
<
CURB'
CURB FACE7

WHERE PLANTING AREA IS'

ADJACENT TO THE CURB RAMP,
USE CASE A, TYPE 6
<?-
^ BCR
0'$~ ^
^\
2% MAX
\ GRADE BREAK
E 4' (1220 mm)E
NOTE 8
0 /\
\. ^
u ^ -a- ^u '•y; 0 CLl'^ +. 0 ^^ ^/^
^
iS '&f <^~ NO 2 \y. <^ ^ ^ i< .^ <b.^ <<-; ?;» {<. !1 > \0 0 ^- y PLANTING AREA ^ OXo-s <^ -V-. ^ ^ \ fr? 6-'-s-
^
Q
7 ^-c'+ ^ TYPE,_5
2 ^IE^1§ ^IM
^
^\
4',(1220 mm)
v
2% MAX
<^-
^
•GRADE BREAK
NOTE 8 ^ BCR
.v> x ^ :& < -y ^ -^-
NOTE 2 ^ ^ <\ u>, &? '^k '-a.: ^ <u <?~ CM m '^ \/ 4- PLANTING 6// AREA •y. 0 ^ <<-^ •+ ^/^ V ^ ^0% T, <0 <^ \ ^ \ 0n? ?</ '^' ^- y ^ / rv 0 ^ + ^ ^
< ^
C3
^I
QCURB^

CURB FACE'
WHERE PLANTING AREA ISADJACENT TO THE CURB RAMP,USE CASE A, TYPE 6 TYPE 4
CASE A

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

CURB RAMP

STANDARD PLAN
111-5
SHEET 2 OF 10

A OR B
-1
4' (1220 mm)
R R
L z z
s' NOTE 2-^J 8.33% !?? 8.33% r\l fc<; >-
<
N M CM
•^ \ NOTE 8 ;N a: PLANTING AREA :n Sill < \ ro "5: CL,
co
CURB^
CURB FACE7
^
u1
4L
|X
;u
(1200 mm)
A OR B
SEE FIGURE 1
,DE.BREAK

PLANTING AREA
TYPE 5
.PARKWAY

PCC WALK
4' (1220-mm5 MIN
^
CM
^.
4' (1220 mm)
|x 1 I I
L
NOTE 2~^JPLANTING AREA
^==
CURB^
CURB FACE7

IF PLANTING AREA IS NOTADJACENT TO SIDE FLARE, USE
"X" PER TABLE 2 FOR THAT FLARE
R <UJ
1 d: -2%- ~MA^ <u <^
i= 8~ 0>^\ < -I Q_ ^^
^
w.
z
/\
iv
c3/ ^ J'i ^wL?£«: ^ m ^<f"/,lo <0 <y NOTE 8 o? ,0 rp ^ TYPE 6 >. <^^,<^ ^.^ ON:^'
^
^.<. 0q
CASE A

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

CURB RAMP

STANDARD PLAN
111-5
SHEET 3 OF 10

z=x •h z=x •»
^^ NOTE 2-^
Is RJ11^^°-
1 &?CM

8.33% A1AX
vs-::::;::?•*-;•:::::::::;:::;:r;:::;|:::::::::::::;::::;1;:::;;:::;::::;::::1 ^lx
Csl|<
CURB^
CURB FACE7 x
^~NOTE 8
x
(1220 mm),
c
x<&<in
JR
TYPE 1
2%
.+ MA ''/ -V
•^
A- ??-
// °^ -^ M ^0 NOTE 8\ J ^ <\
A3 ^Ihg <</ <3/. ^
+
>K ^- TYPE 2<1< •y ^
co
^:

CM ^ ^
^ :A a:io
<IU NOTE 2 %5 ^-s^
g Cl^CL -/- 7 7 +
»< ^ 0 <^
0 rv 'V\
CURB/

CURB FACE'
CASE B

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

CURB RAMP

STANDARD PLAN
111-5
SHEET 40F 10

SKEW ANGLE a==45"
OFFSET b=0

UNLESS OTHERWISE

NOTED ON PLANS
SKEW ANGLE, a
A
4'
(1220 mnn )
Y
x oc
NOTE 8-^^
CURB FACE7
NOTE 2
^r^
OFFSET, b
CASE C
2 EE
^<
CSl SEE DETAIL
A, B, C, OR D 0 /NOTE 8 u
a- :st-
^ At J A
>- CM< MA; NOTE 2^ 5% MAXQ:<CL

PLANTING
AREA
^

REGRADE
Y CURB-^
CURB FACE7
TYPE 1
X=4' (1220 mm)IF ADJACENT TOPLANTING AREA,OTHEWISE SEE TABLE 1 Y

SEE DETAIL A, B, C OR D
EE
At A M
>K<1< &? NOTE 8 5% MAX CM^CKIU<IUQL|QNOTE 2
--t
CURB^
CURB FACE/ TTPE 2
CASE D

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

CURB RAMP

STANDARD PLAN
111-5
SHEET 5 OF 10

•GRADE BREAK 2% s 1^7
4' (1220 mm)
m es
JB x N CK -^t- 0 E
E ^ E < Z OR <
LESS
~<*
< E 0 A OR B CNCN '^"1
n'nr—Lf
s ^ 0 % MAX
u s CN CL
•} x x >- <I 4' (1220 mm
<
^»
^ CM
Gf^ Qi PLANTIN AREA <a- •"th
•NOTE 2
A 3R -p NOTE 8
4^ x
(1220 mm)
x
6< <in 2

MARKEDCROSSWALK
CURB-^

CURB FACE/
X=4' (1220 mm)WHEN ADJACENTTO PLANTING AREA
TYP^A
MARKEDCROSSWALK
s
xN tl u
Z OR
s t c LESS NOTE 2 z=x \
^1<;1 s >-K x <1< < s:ls
^.

Q:IU N<10 CMCLAQ-
-^-
w^
:;:;;::::'::;:::::;::::::;Wjiliii
CURB^
CURB FACE7
x
••
I
- 4' _ 1220 mrii^
c-
&;
in
^
MARKEDCROSSWALK
x
£
x E
0 CM
"'!)- 5% MAX
x
/

MARKEDCROSSWALK
'GRADE BREAK
NOTE 8 TYPE 2
CASE E

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

CURB RAMP

STANDARD PLAN
111-5
SHEET 6 OF 10

SEE NOTE 6-

EXISTING

ROADWAY
SEE NOTE 6.

EXISTING

ROADWAY
^R

PARKWAY
Y
SEE TABLE^T
ROUNDEt
5% EDGE ^AX
^f^ 8.33%
.4' (1220_mml
-TOP OF
RAMP
MIN
-2% MAX
^R
L-A2-0 CURB AND GUTTER

SECTION A-A

PARKWAY
Y
ROUNDED.

EDGE
5% IvlAX u
y^-
,4' (1220 mmL
.TOP OFRAMB^
—2%'
•A2-0 CURB AND GUTTEf?SECTION B-B
USE FIGURE 1 TO DETERMINEWHICH OF SECTIONS A-A, B-BOR C-C IS APPROPRIATE.

AX

DEPRESS BACK OF WALK
SEE DETAIL A, B, C OR D,SHEET 10.

SEE: NOTE 6

EXISTING

ROADWAY
R
5% IvlAX /

PARKWAY
x_
4' (1220 mm) MIN
—2% MAX
^-+A2-0 CURB AND GUTTER'

SECTION C-C
DEPRESS BACK OF WALKSEE DETAIL A, B, C OR D,SHEET 10.
^
z
z 4'
{1220 mm 5
z

DEPRESS BACK OF WALK
^J^ /^ ^-PCC SIDEWALK
SECTIQN_R-R

Z OR LESS
' i'1220 mmj| 4' z (1220 mm)

DEPRESS BACK OF WALK
k ^J ^^-^Jj ^. •t ??0 '-t ^ ^ / ^ .-(/. %. -4-4-

PCC SIDEWALK

SECTION S-S

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

CURB RAMP

STANDARD PLAN
111-5
SHEET 7 OF 10

E
£
00LJ3:
0 bJ0<
m
cr
=3
0<s
cr
0 PARKWAY WIDTH, FT (m)
4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' (1.2) MIN(1,5) (1.8) (2.1) (2.4) (2.7) (3.0) (3.3) (3.6) (3.9) (4.2) (4.5) (4.8) (5.1) (5,4) (5.7) (6.0) 1" (25)-
2" (50)-
3" (75)-
4" (100)-
5" (125)-6" (150)-7" (175)-
8" (200)-
9" (225)-
10" (250)-11" (275)-
12" (300)-

OR MORE
A.
0 I
020i=0LJGO
^
N
St
^
^
\.
»»
•A
v

SECTION A-A
LANDING = 4' (1220 mm)
A

SECTION B-B

CALCULATE Z DIMENSION

PER FORMULA BELOW
h^
N
sss,
FIGURE 1 - SECTION USAGE
NORMAL

CURB FACE,
INCHES (mm) X, FT (mm)

SECTION Y-Y
Y, FT (mm)
2" (50)3" (75)
4" (100)
5" (125)6" (150)7" (175)
8" (200)9" (225)
10" (250)
11" (275)12" (300)

4.00' (1220) MIN4.00' (1220) MIN4.00' (1220) MIN

4.17' (1275)

5.00' (1525)5.83' (1775)6.67' (2035)7.50' (2285)

8.33' (2540)

9.17' (2795)

10.00' (3050)

2.63' (790)

3.95" (1185)

5.26' (1580)

6.58' (1975)

7.90' (2370)

9.21' (2765)

10.53' (5160)11.84' (3555)

13.16' (3950)

14.47' (4340)15.79' (4735)
SEE SHEET 9 FOR STREET SLOPEADJUSTMENT FACTORS, ALL STREETS TABLE 1 - XAND Y VALUES
TABLE 1 REFERENCE FORMULAS:

X = CF / 8.333%Y = CF / (8.335% - 2% WALK CROSS SLOPE)
WHERE FIGURE 1 SHOWS USE OF SECTION B-B, FIGURE ZDIMENSION AS FOLLOWS:W = PARKWAY WIDTHL = LANDING WIDTH, 4' (1220 mm) TYP Z = [(Y+L)-W] x 0.760IF (Y+L) < W, THEN Z = 0

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

CURB RAMP

STANDARD PLAN
111-5
SHEET 8 OF 10

4' (1220 mm)

GRADE BREAK
Z.DOWN Z.UP
N xR < T T ^ co y
GUTTER X. DOWN X.UP
CURB FACE/ SLOPE, S ' Z4-'
(1220 mm) TYPICAL CURB RAMP
,X. DOWN X.UP

BACK OF WALK
s

SECTION T-T

SLOPED STREET
GUTTER

FLOW LINE

FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL
TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OFTHE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE.

FOR EXAMPLE, X.DOWN = X x K.DOWN
s
0%0.2%

0.5%1%2%
3%
4%
5%
K.DOWN K.UP

1.000

0.977

0.943

0.8930.806

0.735

0.6760.625

1.0001.025

1.064

1.1361.316
1,563

1.9232.500
TABLE 2 - SLOPE ADJUSTMENTS
TABLE 2 REFERENCE FORMULAS:K.DOWN = 8.333% / (8.333% + S)K.UP = 8.333% / (8.353% - S)

STREET SLOPE ADJUSTMENTS

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

CURB RAMP

STANDARD PLAN
111-5
SHEET 9 OF 10

12" (305 mm,
3/4"
^09 mm)
1/4" -1/4"
(6 mm) (6 mm)

GROOVING DETAIL
^
n<N
E @E
@ @ @ y — <-
0co
@ @ @ @
•@ @ @ @

0.90"
(23 mm;
J—@ @ @ @ PATTERN
1_ J 2.35"
c<i
d
EE
in
SINGLE
"TRUNCATED DOME"
(60 mm)

DETECTABLE WARNING DETAIL
0|

PAVED SURFACE
0 ^: Qu<:03 s
^

DETAIL A
CONSTRUCT FENCE OR HANDRAILPER CONTRACT PLANS -—^j
6"_,(150 mm)

RETAINING CURB

PAVED SURFACE
\

DETAIL B
GRADED
SLOPE 2:1
MAX. ^N^A^ SURFACE RETAINING^URB
's^w^-

DETAIL C

SURFACE
x
\
,6l,(150 mm)

DETAIL D
GENERAL NOTES:1. CONCRETE SHALL BE CLASS 520-C-2500 (310-C-17) CONFORMING TO SSPWC 201-1.1.2 AND SHALL BE 4" (100 mm) THICK.

2. THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDER WITH 1/4" (6 mm) GROOVES APPROXIMATELY 3/4" (19 mm) OC. SEE GROOVING DETAIL.

3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE CONFORMING TO SSPWC 303-1.9.

4. USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND LANDING IS PAVED.

5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED.

6. R = 3" (900 mm) UNLESS OTHERWISE SHOWN ON PLAN. SEE SHEET 7.7. ANGLE = A/2 UNLESS OTHERWISE SHOWN ON PLAN.8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

CURB RAMP

STANDARD PLAN
111-5
SHEET 10 OF 10

L±J
E
E
6"
(150 mm)
in m
D;=>
^ ^> 0
/BATTER 5:12
0 E
a,E
0in ^ A1-6(150) AND
A1-8(200l
E LdE
in 6" m
a: (150 mm)^ 3 ^u w
BATTER 3:12
0 SLOPE 8.3%
EE U3
1^5~r 0i° mm)
A2-6(150) AND A2-8(200)
EE
6" m ^ (150 mm) ec ^ 0
\
u
/'•
E
E(b
0LO
LJ
JV_
ATTER 3:12
/SLOPE 2.0%
LEVEL
6"
(150 mm)\
MIN [ /
3/4" (20 mm) R
BATTER 3:12•BOTH SIDES
A5-6(150) AND A5-8(200) —I
NOTES:1. THE LAST NUMBER IN THE DESIGNATION IS
THE CURB FACE (CF) HEIGHT, INCHES (mm).IF SHOWN AS 'VAR' THE CURB FACE VARIES.

2. GUTTER WIDTH. W, IS 24" (600 mm)
UNLESS OTHERWISE SPECIFIED.

3. TYPES A1, A2, A3 AND C1 SHALL BE
CONSTRUCTED OF CONCRETE.

4. TYPE D1 CURB SHALL BE CONSTRUCTED
OF ASPHALT CONCRETE.

5. TYPE C1 CURB SHALL BE ANCHORED WITH
STEEL DOWELS AS SHOWN OR WITH ANEPOXY APPROVED BY THE ENGINEER.

6. ALL EXPOSED CORNERS ON CONCRETE CURBS

AND GUTTERS SHALL BE ROUNDED WITH A
1/2" (15 mm) RADIUS.
6"
m (150 mm)'/\ Ct:
=> / 0
E uE tt>
0!,"
x/
D1-6(150) AND
D1-8(200) 1" (25 mm)
EE E u
E 0 #4 x 10" @ 4' OC
(#13M x 250 mm
1200 mm OC)
£. G. 6" in
CM Q: (150 mm) ^ \ 0
\
CN] GROUTED IN PLACE
BATTER 3:12
u 3/4"
-(-(20 mm)
3" (75 mm) /.
/
/.

C1~6(150) AND C1-8(200)

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PROMULGATED BY THE
PUBLIC WORKS STANDARDS NC.

GREENBOOK COtMTTEE
1984
REV. WS. 2009. 2021

CURB AND GUTTER - BARRIER

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLAN
120-3
SHEET 1 OF 1

PCC CURB & GUTTER^ #3 (#10M) BAR
EXPANSION JOIN1^J7
6" (150 mm)
Al
?. OF PIPES 1
6" (150 mm)4

S INLET
EXPANSION JOINT—1^<

TC LINE
FL
EG
0 ^
^4^4
^
w
WALK (SEE NOTE 4)
.R/W LINE
PLAN
^
^
\
M ••>-
--^
.--
*••.
\
N-4" (100 mm) DRAIN
(SEE NOTE 5)
.1-1/2" (35 mm) MIN CLEAR
INLET CASE I, II, OR III, SHEET 2

ANGLE A
SEE NOTE 10
LJ
u
#5 (#10M) BAF
8" (200 mm)<

CURB FACE
•''."•'.. .:' v"^1*'' ^•'•'•1
•.•;•.
1/2" (10 mm)-J
CLEAR

PARKWAY
r-3-1/4" (85 mm) z

FINISHED GRADER
^PCC WALK ^
2% SLOPE a:'
^:!r^:--^
CM
LJLJ
y #3 (#10M) BA
J_ r\
i.'- r^;:A^ ^4" (100 mm) CIP

PCC CURB & GUTTER
7" (175 mm)-)CURB FACE
?;•'; :'.''•'•••r'T".^'^.-:] ^:?;^.*.:^
1/2" (10 mm)-JCLEAR
4" (100 mm) CIP / WIRE FABRIC - NOTE 10
^ PCC CURB & GUTTER
5' (1500 mm)^
#3 (#10M) BAI

EXPANSION JOIN
6" (150 mm)

CURB FACE
EE
r- in ^ tf £
%x; s 7

SECTION A-A
6" (150 mm)
-TC LINE SHOWN ON PLANS
•EXPANSION JOINT
^FL
t 1/2" (10 mm)J T
CLEAR

CURB PROFILE
6" (150 mm) CURB FACE
4" (100 mm) CIP
18". (450 mm)
#3 (#10M) BAR^-
EXPANSION JOIN1
8" (200 mm)CURB FACE
1/2" (10 mm) CLEARJ
NOTE: PROFILES APPLY TO ANY NUMBER OF PIPES
r
Csl

LJ PARKWAY LJ
3: -2-1/4" (60 mm)
FINISHED GRADE:

PCC WALK
2% SLOPE Q;
w
u
LL)
^
n
»4
6" (150 mm)
-TC LINE
-EXPANSION JOINT
-FL
^^^
4" (100 mm) CIP

CURB PROFILE
8" (200 mm) CURB FACE

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PROMULGATED BY THE
PUBLIC WORKS STANDARDS NC.

GREENBOOK COUUn-TEE
REV. 1992. VW, 200», 2021

CURB DRAIN

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLAN
150-4
SHEET 1 OF 2

NOTES

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

2. FOR OPEN DITCH (CASE III INLET), THE 24" (600 mm) EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm) OR MORE FROM THE R/W LINE; HOWEVER, PIPE SHALL EXTEND TO R/W LINE.

3. TOP OF INLET STRUCTURE (CASE I AND II) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL.

4. CONSTRUCT PCC WALK WHEN SPECIFIED ON PLAN.

5. "N" EQUALS NUMBER OF PIPES (MAXIMUM OF THREE) AS SPECIFIED ON PLAN.6. INLET CASE TO BE SPECIFIED ON PLAN.

7. ANGLE A EQUALS 0°, UNLESS OTHERWISE SPECIFIED.8. TYPE, DIMENSIONS AND ELEVATIONS OF PCC. CURB AND GUTTER PER PLAN.

9. UNLESS OTHERWISE SPECIFIED, FRAME AND GRATE FOR CASE II INLET SHALL BE GALVANIZED CAST IRON. WEIGHT OF FRAME AND GRATE SHALL BE 80 LBS (36 kg).

10. AT LOCATIONS WITH LESS THAN 8" (200 mm) CURB FACE, USE 6x6-W1.4xW1.4 (152x152-MW9.1xMW9.1) GALVANIZED WIRE FABRIC. WIRE FABRIC SHALL EXTEND 8" (200 mm) BEYOND THE EDGE OFCAST IRON PIPES.

R/W—^
RECT FRAME <5c COVERlPER SPPWC 152-
24" (600 mm^
HINGE
AT TOP
:
•.'...'''
LL^
*
4" (100 mm)-|
SEE NOTE 1-J
R/WMAX SLOPE 1:1
-PIPE PER
PLAN
^ (75 mm) '—^
24" (600 mm]
"MIFT
-FRAME & GRATE - NOTE 9
-1" (25 mm) MIN
c
L-
*
*6" (150 mm), TYF^

CASE I INLET

TRANSITION STRUCTURE SECTION
*6" (150 mm), TYP

CASE II INLET

DROP INLET CATCH BASIN SECTION
OPEN DITCH PER PLA^
24" (600 mmL
8 SPACES @ 15/16" (24 mm)
7 BARS @ 5/8" (16 mm)2 OUTSIDE BARS 9 7/8" (22 mm)
OVERALL 14" (356 mm)
EE
E CM
E E CM
E
00 E» i»PiE
>»^@-
n in
cn
i^- 00 a: ro •<*-^->
<
in'co ;t. 00000000
\±^ <<^^
SEE NOTE 2 R/W
^'
(25 mm) WAL
\
OPEN AREA 52%
?M
\
[E'Eloo|ro^

CASE III INLET

GRADED DITCH SECTION
IEIE
I in
-^
^i§i
r\l^ r\l CM 0
r
^
ZL
^
L 13" x 13"
J
(330 mm x 330 mm)
17" x 17"

TOP OF GRATE
(432 mm x 432 mm)

SECTION THRU FRAME
1 GRATE FOR CASE II INLET

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

CURB DRAIN

STANDARD PLAN
150-4
SHEET 2 OF 2

2" (51 mm) 0 STD STL PIPE, RAILS AND POSTS i
/CAP DETAIL
A_
END OFWALL6" (150 mm) .M^^T<NOTE 5 18" LIP JOINTS E (460 mm) E ^ 0r- NON-SHRINK GROUT •+ 18" EXPANSION 0 \ JOINT- TOP OF WALL 0 (460 mm) r •^ 'A 3;-'. s". 9" MIN ^ & 150 mm) (230 mm) S) K ^ \ E 3" MIN 0 E A E^ E (75 mm)
0 in
•£!• TYPE in 0 A 2.
2" (51 mm) 0 STD PIPE, B RAILS AND POSTS,
(K ^SLIP JOINTS
-\
TYPE B
-VB
!<=><3
}

SECTION A-A
14"
(360 mm)J£-_(360 mm)
j4^
(360 mm)

SECTION B-B
-RAILS ^-PICKETS2" (51 mm) 0 / 1/2" (13 mm) 0 STD PIPE f STD PIPE U<1
I I
4" CLEAR
(100 mm)
\
POSTS
2-1/2" (64 mm) « STD PIPE OR
2" (51 mm) O

EXTRA STRONG PIPE
c
TYPE C

ELEVATION
EE
M 0
1~^ •+<=>.
c. 4" ^(100 mm)

SECTION C-C

SEE CALIFORNIA BUILDING CODEFOR HANDRAIL AND OTHER REQUIREMENTS

FOR HANDICAPPED ACCESSIBLE RAMPS OTHER

THAN CURB RAMPS

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PIWUULCATBD BY TOE
PU8UC »01«<S STMBARDS NC.

WSSWKM comma
mu
REV. ISt*. 2008.200t, 1SVS.SW

METAL HAND RAILINGS
USE WITH STANDARD'SPECiFICATIONS FOS-PUBLIC WORKS CONSTRUCTION" STANDARD PLAN606-5
SHEET 1 OF 3

1Y)
DETAIL
T'-O" tCENTERLINES (2 LANE HIGHWAYS) T-o" . r-o" 3%"-4/2", DETAIL 2
?
sl
r^^
^^ ?

RETROREFLECTIVE FACE
-I
7--0" 1T'-0" 7--0" 8--6" TYPE C AND TYPE D TYPE G AND TYPE H &%,£?%' V.^~^;;
f'mFSfSf" •-SKSS
DETAIL 3 DELETED
DETAIL 1 DELETED DETAIL 15
DETAIL 5
l—^^—r
NftaSfiiSSSSSSSSSSSfiSa
36r-0"
K&»W%5WC
—^

MARKER DETAILS

NO PASSING ZONES - ONE DIRECTION
'•-°!' ^ _"•-°" I '•-°• I , LZ^-. I- '•-»'i

VSWKWSSSS
55S5JS ss $%S5S? ^ss&s
1 DETAIL 6
DETAIL 16
IB'-O"
12--0"
1 7'-0"
DETAIL 8
DETAIL 9
!a»»K»<»»»»»»l
DETAIL 7 DELETED

LANE LINES
(MULT1LANE HIGHWAYS)
•-0" . 7--0"
-fSas KMSM5MMWW»»5S55W5S55%W»S»»SWW%»^^ svsvywsQQvyx
^
2f-0- 4.
^
DETAIL 17 DELETED
DETAIL 18
12'-.Pl
IT'-O"
48'-0"
6'-6r 7--0" T'-O" 7--0"
twss^e^^^s^s _ IA3 ^'.-J^ 5^
DETAIL 19
BOK»(»»aooo&soaaoa KX»000<»000< LOL-<
rs
DETAIL 9A
DETAIL 11
IB'-O"
7'-0" ,, 7--0" B'-6"
DETAIL 21
DETAIL 10 DELETED
36'-l IZ'-ODETAIL 20 DELETED NO PASSING ZONES - TWO DIRECTION •:«'5<; K<-%: H*:':*%% »K<;»:'i;<-:«'K«'%K<lK<<K<':fl :':'3;K':':<5S':gW lsi
I!B
II
] DETAIL 22
DETAIL 12 4B--0"
ia'-o" KS^8S6S86S6S5S5W6SS535SmE5K%5ii ESS^SiA- ^t I
-y MW^oooo "rtTf .1^1
DETAIL 12A is'-o"
--0" IB'-O"
DETAIL 13 DELETEDDETAIL 14 DELETEDDETAIL 11A DELETED
LEGEND:

Q TYPE C RED-CLEAR RETROREFLECTfVE MARKER
TYPE 0 TWO-WAY YELLOW RETROREFLECT1VE MARKER

TYPE G ONE-WAY CLEAR RETROREFLECTIVE MARKERTYPE H ONE-WAY YELLOW RETROREFLECTIVE MARKER I) 6" WHITE LINE
6" YELLOW LINE
DETAIL 2S DELETED

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PAVEMENT MARKERS AND TRAFFIC LINES

TYPICAL DETAILS

NO SCALE
I A20A

UJ
DETAIL 24

LEFT EDGE LINES
(DIVIDED HIGHWAYS)
See Note
DETAIL 28

MEDIAN ISLANDS
DETAIL 29
r \_
24'-0" .,_ 24--0"
1 5S6a<%S(>5i»d6005
DETAIL 25DETAIL 25A
~J_^
T~
x»5«»»i
L°L - "t.:.^.;.^^.::..^.;.^.;.^...::.:.^..
^yysvysyy>y3QQWM>w<fWX
L, ='TT
•yss
hember 19, 2
r-^
•&r^e "s.s'y,
DETAIL 30 DELETED
DETAIL 31 TWO-WAY LEFT TURN LANES
t-ETW B Tif ^^ »• esssse&sa i=n
DETAIL 25B
i;WWWS» I I
r -r
'-ETC • 'TJ SSiSSiSBSSi?8SiS8S8iS88SSSeS<] "'^
DETAIL 32
c
°^T
& »»»» »»» StQQ^WSWKWKWX^KS » »<X»»»»S»
L
48'-0" KSiSSiSSifl BSSKSSSfi^
2'-0"
BSiSfiiSiao
DETAIL 26A I I
c
Tf r'
DETAIL 26DETAIL 26B
^88»sasSii9fiMsss^i&ooe»9SfiissaefiSffSffsasg@gs^F' Y^^^S'^^w^^^Seooos&'x^^ ')B'-0"
DETAIL 33 DELETED
TYPE H

MARKER DETAILS

TYPE RY

AND TYPE D

IN TERSECTION TREATMEN TS
'-E,» = 'TT
DETAIL 27
JVVVJVJVfff^VJWJVVJVVVVUVV^^Vffff^VW/VVVMVVVVV'
t ^ 48'^'-ETW " TJ
RIGHT EDGE. LINES
DETAIL 2TA DELETED
J_
DETAIL 34
-^=3^1
LOLIDO'-O" M;n IZ'-O" _,_ 18'-0" t- 9'-0" .,. l2'-0" _,. z^'-o" •J
DETAIL 34A
I_
ggSS5S£?S S<S55KSI 222^SX SW<iK60W<?^
_t^^^^»3®
_Zfl--0"
J
p5SSBfi666SiSS89SIS^S
a
sa ^^~4"i":l
8-"0" •-0" J --0- •-0- J
36'-0" 12'-0"., ^1
K&%C^O%^Wi>^l^^<^00&CIW
RS»5»^ ^1 BWSii^SSB
K$$&%MWO%0<
100'-0" MIn
DETAIL 27B
DETAIL 35
t-ETW
RIGHT EDG^J-INE EXTENSION

THROUGH INTERSECTIONS
x
-^^._8--6"_
^5i5^S^
ll!i
^^^^^

4.)2'-0"
lsi
1(01-1
1>1|0
1>1"0II"1>
|Z
lsi
r—^ lOO'-O" -0" Z4'-0"
!J
DETAIL 35A^-u.
c"
^Sg_ , _B _ , ^@_ a, ._ ,^^_ B | ^ S5HWWi»WSSW5SW6M%8MS6i^S8^^ ^1 B ^^- — -"— - -^^ - ~ - a ^^^- --n ^
s^
24--
$w<»K»<»»w»»w55535) P| a 2<'-0" ^ S. LU
B -LOL
s" |7'-o"| e'-6"|.ej-6'
17--0" ^°, -M-.1;
DETAIL 27C )2'-0" y^ ^ss ESSSfiEil i66SS3MOWi»BW&WSSK8^&B^S ^
lOO'-O" Min 17 •-o"| 7'-0"
T^_

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATK
a a a a
^1 I.3'"0" ,1 L-3'-oi' ^| |.3J~°" r| |.^'-0"
LEFT EDGE LINES NOTE:

On freeways use traffic strips details wi+h Type RY markers, LEGEND:
@] TYPE D TWO-WAY YELLOW RETROREFLECT1VE MARKER3 TYPE H ONE-WAY YELLOW RETROREFLECTIVE MARKER TYPE RY RED-YELLOW RETROREFLECT1VE: MARKER
6" WHITE6" YELLOW

PAVEMENT MARKERS AND TRAFFIC LINES

TYPICAL DETAILS

NO SCALE
A20B

cn
DETAIL 38
^-
DETAIL 38A
-p
DETAIL 38B
>—•-
DETAIL 38D

EXIT RAMPS ONLY
^-
DETAIL 39DETAIL 39A
4=r

CHANNELIZING LINE
r8""
21 •-0-_ TTT ^=K
WHITE 1
^
[B

WHITELINE
ZA'-O" 2A'-QDETAIL 38C DELETED
_c^Z1'"0"
3 "-1/ rt^-
TkJ

TYPE C TYPE G
^=p •^T

BIKE LANE LINE
r611"

INTERSECTION LINE

BIKE LANE
200'-0"
(??^
RETROREFLECT1VE FACE

MARKER DETAILS
•FINISHED ROAOWAV SURFACE
6" TO B"
STRIPING MATER1; ~T
-V INTERSECTION
I—I
B--0" I'i'-O"! .6" WHITE LINE

LANE LINE EXTENSIONS THROUGH INTERSECTIONS
DETAIL 40
a a
1 '-0"_ 6'-0"
£G" WHITE LINE CZI ^1 C] C3
DETAIL 10A DELETED

CENTERLINE EXTENSIONS THROUGH INTERSECTIONS
DETAIL 41 ''-»"„ „ S'-"1'„ ^6" YELLOW LINE
DETAIL 41A DELETED

DETAIL FOR RECESSED

TRAFFIC STRIPE
RECESSED NOTES:

A. See typical traffic line details
for pavement marking patterns.

B. See Standard Sped-Fi cat ions -for
recess depth and recess stripingmaterial -1-hickness.
,SS'SM, \"S7\3h
September 19, 2025
RETROREFLECTIVE PAVEMENT MARKERAT DOWNSTREAM END OF RECESS _L ^

SECTION A-A

RETROREFLECTIVE PAVEMENT MARKER

AT DOWNSTREAM END OF RECESS
sl
°1
II
^
^
Is
?'-0" Min ^ J^ 1r-0" Min J
PLAN
TYPE 1

RETRQREFI

MARKER AT CENTER OF RECES'
A
»i|
o!

SECTION B-B

RETROREFLECTIVE PAVEMENTMARKER AT CENTER OF RECESS
(°/
t
6" :-i>
2'-0" Min t '-O" 2'-0"
PLAN
TYPE 2

RECESS DETAIL FOR RETROREFLECTIVE PAVEMENT MARKER
See Note -t
RECESSED MARKER NOTES:

W77A
RETROREFLECTiVE FACE
[

1. Sse typical traffic line details for market
pavemer

2. The retroreflec+ive pavement
used for non-recessed installations.
^ -g '• ^S/^^S: o"'ptru%- lb';to°.1 '&
^. '• Sfh'SSSTYPE C, TYPE RY,

AND TYPE D

TYPE G, TYPE R,

AND TYPE H
I. Use Type 1 recess for pavement markers
-way retroreflective face. Use
Type 2 recess for Davement markers witwo-way retroret'lective face.Type R markers with one-way retroreflective RETROREFLECTIVE PAVEMENT MARKER ;;!5'pi",".''rA; .h,;-&'r'%°ftl"^t?S^r'S,f' 5. F_or Type ramps, usa Type 1 • R markers with oneFOR RECESSED INSTALLATION See Notes 1 and 2
of the recess.

LEGEND:
[@ TYPE C REO-CLEAR RETROREFLECTIVE MARKER

TYPE G ONE-WAY CLEAR RETROREFLECTIVE MARKER
6" YELLOW LINE

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PAVEMENT MARKERS AND TRAFFIC LINES

TYPICAL DETAILS

NO SCALE
A20D
lui10) I-I I|0|1>
|0|M| [s\

LO
3--6'
I/ I \1
J\
H
k
1'-0" GRID
o|
o|
r-°1'
ft2
TYPE I 10'-0" ARROW
Z-d
u,
^
r-0"
A=25 -ft2
TYPE I 18'-0" ARROW
f/
^
i
1'-0" GRIDT^
°1
xl
A=31 ftz
TYPE I 24'-0" ARROW
r-9"
A
/T\
J^6"

BIKE LANE ARROW
I/Ml I IM
\
\1
1'-0" GRID _^ I'-°"
A-15 ft2

TYPE BE (L) ARROW
For Type II (R) arrow, use mirror
.°;
"
r-o"
A-33 ftz

TYPE I ARROW
ige.
a
y_
^J
as
TH
TT7V
/I I I \1
/
s•^
"I
n °i
T-0" GRID
A=-!2 ft2
TYPE 31 ARROW
Right lane drop on
For left lane, use mirror image.

T'"3"
^1
A^
ZE
V~T\\
\/
1\
2 o|
A=27 f-t2 1'-0" GRID
TYPE m (D ARROW
For Type in (R) arrow, use mirror image.
,.SE',S;il^ \ffSS,
't
slSSZ.-ls

1. Minor variations In dimensions
may be accepted by the Engineer.
/\
\!
5 ZDS
Ens
4^1 Ni
^
A''^ I I M
\
\ I I ./I T|7
^
TO
\},,' TTT/
1'-0" GRID ^
x
/
A=36 f+E

TYPE HU ARROW

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PAVEMENT MARKINGS
ARROWS

NO SCALE
II
1>101>
|0
1>11>1INI
1?1
A24A

(M
M
12--0"
4" GRID
A=-13 ft2 A-^2 ftz
5--'l" G'"4"
4" GRID
0 A=19 -ft2 A=2i ft2
I" GRID
0:
.i
A" GRID
A=32 f+2 A=19 ftz
A=31 ftz
A=24 ftz
r
4" GRID
A=Z4 ft;
'rsl
f
TO
1" GRID
I- ^-
?1
PHO.iECT I Wi
Sept St. """ Is
w."'^7/.
i^^
A-35 fts
G'-A4" GRID
7'-0" 6'-4"
A=26 ft2
4'-8"
0 '?" GRID
o|
A=2G f+z A=22 f+2 ft2
NOTES:

1. ]f a messaqe consists of more than one word,
it mus-1- r-ead "UP", i.e., the first word must

2. The space between words must be ot least four
times the height of the characters for low
speed roads, but not more than ten times theheicjht of the characters. The spacereduced appropriately where there is limispace because of local condition

3. Minor vana+ions in dimensions may be occep+ed
by the Engineer.
. Portions of a letter,
by
idth.
by
dth.
letter, number or symbol
/ connecting segments not to exi

WORD MARKINGS
ITEM f+?
4321
ITEM ft2
4235
19 31
26 232')
21 332616

LEFTLANE
192210
4" GRID
A=£1 ft2
5'-8"
II
|<0
1-11>
|0|
1>1111
11~11>1IfrlIMI
lsi
2'-8"
2" GRID
A-10 ft2
2" GRID
A=6 ft2

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PAVEMENT MARKINGS
WORDS

NO SCALE
I A24D

8--0"
°
5'-1" 6'-0"
°i °1
T.S",;;il;ST l"."II,'«IALs
..n^^i^
y^^ s^^ozs (|( ,SS")'5]
«fl »'s"
NOTES:

If a message consists of more than1+ must read "UP",I.e., the firs+ word nearest the driver.

2. The s;
roi
4" GRID
ft2
4" GRID
A=27 ft2
4" GRID
A=21 ft2 A=2Z ft2
4" GRID
times the heiaht of the char<
road!
< -ft2
A=20 ftz
I'-S"
•-0"
A=1B f+E A=31 f+z
1" GRID
A=29 ft2
A=30 ft2
1" GRID
A-23 ft2
6J-^1"
0, °1
A=Z2 ft2
4" GRID
A=24 f+?
soesct roads. bu+ not more than ten times the
•iqht of the charocters. The space may be
reduced appropnately where there is limitedspace because of local conditions.

Ions nay be accepted

I I I I
ttt
u

3. Minor variations in di
by the Engineer.

A. Portions of a letter, number, or symbol may be
separated by connecting segments not to
exceed 2" in width.

5. The words "NO PARKING" pavement marking Is
to be used for parking facilities. For typicallocations of marhings, see Standard Plans A90A and A90B.

6. The words "NO PARKING", shall be pointed in
white letters no less than I'-O" high on a
intrasting background and locatei
visible to traffic enforcement officials.

WORD MARKINGS
24 ?2
27 SOUTH
20 23
29 16
ITEM
18 22
SOFT
213031
21 ?1
3 -1
|U
A=2 ftz
See No+es 5 and 6

CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PAVEMENT MARKINGS
WORDS

NO SCALE
I A24E
lsi1(0 I-I I1>1lo| :>1Tilr-1>»1Kl

r\)
-t^
1'-0" TO 5'-0"1 r

CONTINENTAL
See Note 1
-J L-^ J-0" TO Z'-O"
2--0-_

TRIPLE FOUR
1'-0" TO 5--0", See Note 1SEE NOTE 2—^
^
'-0" TO 2'-0" V
f ?
r-o" TO z'-o' 1 '-0" TO
LADDER
r'
45°
L,

DIAGONAL
r-0" TO 2'-0"

HIGHER VISIBILITY CROSSWALKS
^
^
BASIC
TOI^?lpKoli^r I'^.'IS'H"^"-;!
/!MUw^
September 19, 2025 2;
NOTES:
•kings must be placerj
tracks of each lane.

2. Spocings no+ +o exceed 2,5 times wid+ti
of lonaitudinalexcept those near must be yei
-^-_ J1'-0" TO 2'-0"
?1
^
II
1-11>
1>1"0
II1>
1>1
1^1
L1'-0" TO 2'-0"

CALIFORNIA

DEPARTMENT OF TRANSPORTATION

PAVEMENT MARKINGS

CROSSWALKS

NO SCALE
I A24F

rv>
Ln
~1

WHEN RECESSED,USE ONE MAPAT THIS LOCATION
u^-
0s
s-JLJL^
A=33 -ft2

TYPE I ARROW AT EXIT RAMP
,_s^ Typ
qa _^_
|a
Q^-; ^1»^> -RED REFLECTIVE r"L
-WHITE SERIESOF ISOSCELESTRIANGLES

YIELD LINE AT EXIT RAMP
riRED
E_ »^ «^
1'-0" TO 2'-0"LIMIT LINE OR CROSSWALK

LIMIT LINE (STOP LINE) AT EXIT RAMP
(Markers are no+ recessed)
NOTE:1. If there is crosswalk at the end of the exit ramp, place Type R markers in front of the first line for wrong way vehicle that travels up the ramp wl+h the red reflective side facina +he in+erEec+ion, ^ ^
1'-0" TO 2'-0"
LIMIT LINE (STOP LINE) »"ITE LINE
r-o"
-Typ~ r 2--0-, •^r
?la »WHITE SERIES

OF ISOSCELES

TRIANGLES

YIELD LINE
September 19, 20Z5 r-1 ^ Typ ;(.. EU». <..ui-n./.

S?^S
^
RED

REFLECTIVE
L BL
Typ

YIELD LINE AT EXIT RAMP
[Markers are recessed)
LEGEND:

TYPE R ONE-WAY REDRETROREFLECTIVE MARKER
E. . . . -1'-0" WHITE LINE -RED REFLECTIVE
•BLANK

LIMIT LINE (STOP LINE) AT EXIT RAMP
(Markers are recessed)
TYPE R

MARKER DETAILS
RETROREFLECT1VE FACE ON SACKSIDE

STATE OF CALIFORNIA

DEPARTMEM OF TRANSPORTATION

PAVEMENT MARKINGS

YIELD LINES, LIMIT LINES,

AND WRONG WAY DETAILS

NO SCALE
_A24G:

II
1(01 l-ll1>1>
["01
lsi

cn

PULL BOX

LANELINE

PULL BOX
a
a a
a
EP
\_PULL BOX

SAW CUT DETAILS
Type A ioop detector configurations illustrated
sp
F~^
s^|[@]| IRI s^||@|| |R
-twF^"

WINDING DETAILS
''^y,
•ember 19, 2
SxpJ 2-31-25/,
svs^'s's'" ,»
'/," Mi n
s'
ill '&
.11
yM;n TO I/;" Max FOR TYPE 1 LOOP CONDUCTORl Max TO /;" Min FOR TYPE 2 LOOP COhDUCTORp^ %3
1^1
^
II
•LOOP SEALANT
L

LOOP SEALANT
l-?.Ts,m,TUC"
1—^L^
u.

II
J.-';
2nd LOOP (TWISTED)

LOOP (TWISTED)

SECTION A-A SECTION B-B SECTION C-C
SLOT DETAILS - TYPE 1 AND TYPE 2 LOOP CONDUCTOR
^
^-
^tigS:

ABBREVIATIONS:S - STARTF - FINISH
II
10)11-111>11>1
|01>|(B
I—I1^
[- r r
TYPICAL_LOOP CONNECTIONS
Dashed lines represent the pull box

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

ELECTRICAL SYSTEMS
(LOOP DETECTORS)

NO SCALE
I ES-5A

°1^
j\_ TTLl^

WINDING DETAIL SAW CUT DETAIL

TYPE A LOOP DETECTOR CONFIGURATION
J^
°
J

DIMENSION PER PLAN
o|

WINDING DETAIL SAW CUT DETAIL
-1 1 --0"
- — LOOP (E.
!_

WINDING DETAIL SAW CUT DETAIL

TYPE B LOOP DETECTOR CONFIGURATION
s
nSE'pK'iSSr l";;.'l»a",lil
r-^SS
K^s.
,i's" ,»
NOTES:
image to conductors.
'• ^^^^s's . Typical distance separat edge
ingle lane.

3. icycle I.
m

WINDING DETAIL SAW CUT DETAIL
TYPE C LOOP DETECTOR CONFIGURATION TYP_E_D_LOOP DETECTOR CONFIGURATION I/;" WiDTh CUT

WINDING DETAIL SAW CUT DETAIL

TYPE E LOOP DETECTOR CONFIGURATION
IM10)11-1[>1>1"0II1>1
|Z|
s

WINDING DETAIL
6--0"
LOOP ^
-1 ^
1_
^
rJL
LOOP <L

SAW CUT DETAIL

TYPE F LOOP DETECTOR CONFIGURATION
S^F

WINDING DETAIL
'-0"
?1
-^-F
"j
1-^
'-0"

SAW CUT DETAIL

TYPE Q LOOP DETECTOR CONFIGURATION
_^Jn
DIAGONAL SLOT.
_t

PLAN VIEW OF

DIAGONAL SLOT

AT CORNERS

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

ELECTRICAL SYSTEMS
(DETECTORS)

NO SCALE
I ES-5B
10)
l<ft

i.

11.50-• �10001-!-u A Jm •r.75 FRAME TYP.
-r -
0 i :m PED XING C> NLC> 0
N \\ "',-.. 0
IDCO....: FRONT ��N LL � 1. .I 70.00 5.70
R0. 3.00__/ \ I 71.00 1.00

72.64 \ YELLOW
BORDER 73.12 \ 1.00
Jv BLACK
BORDER
t PED XING BACK
18 X 72 TYPE A NAIM IISNS LEGEND SUBMITTAL
FONT: SIZE: COLOR: PANEL
GEORGIA ?"UC BLACK BACKGROUND
MAIN LEGEND: 3M 3630 YELLOW/BLACK COLOR:

BLK#'S N/A N/A N/A PANEL MTRL: .093 17.50 X 71.75 WHITE POLY SUFFIX: N/A N/A N/A ILLUM. SOURCE: w/LED MATRIX
LOWER LEGEND: N/A N/A N/A MAST ARM MNTG: ADJUSTABLE BRACKET HARDWARE DIRECTIONAL: N/A N/A N/A FRAME FINISH: NATURAL ALUMINUM FINISH □ CUSTOMER: .•:•.

CHANGE & RESUBMIT NATI ONA(::::::::.

PO:

DATE:
signal incorporated·>::'.·"
APPRVL: JOB REF: PAGE: 1 OF 2 SO# IS3604-01

i.
-11.50-• �10001iim A Jm •r.75 FRAME TYP.
-r -
0 i rm PED XING C> NLC> 0
N \\ (<) ,-.. 0
IDCO....: FRONT ��N LL � 1. .I 70.00 5.70
R0. 3.00__/ \ I 71.00 1.00

72.64 \ YELLOW
BORDER 73.12 \ 1.00
Jv BLACK
BORDER
t PED XING BACK
18 X 72 TYPE A NAIM IISNS LEGEND SUBMITTAL
FONT: SIZE: COLOR: PANEL
GEORGIA ?"UC BLACK BACKGROUND
MAIN LEGEND: 3M 3630 YELLOW/BLACK COLOR:

BLK#'S N/A N/A N/A PANEL MTRL: .093 17.50 X 71.75 WHITE POLY SUFFIX: N/A N/A N/A ILLUM. SOURCE: w/LED MATRIX
LOWER LEGEND: N/A N/A N/A MAST ARM MNTG: ADJUSTABLE BRACKET HARDWARE DIRECTIONAL: N/A N/A N/A FRAME FINISH: NATURAL ALUMINUM FINISH □ CUSTOMER: DATE: .•:•.

CHANGE & RESUBMIT NATIONAf?::::::.

PO: MOD: signal incorporated·>::'.·"
APPRVL: JOB REF: PAGE: 2 OF 2 SO# IS3604-02

Quantity 2

APPENDIX “G”

APS PUSH BUTTON CUSTOM VOICE MESSAGE
for

NEW TRAFFIC SIGNAL AT FOOTHILL BOULEVARD AND INDIANA AVENUE CONTRACT 25/26-05

01172.0001/563325.3

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 1

AGREEMENT FOR PUBLIC WORKS SERVICES
By and Between
CITY OF LA CAÑADA FLINTRIDGE
and
---------------------------------------------------

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 2

AGREEMENT FOR PUBLIC WORKS SERVICES
BETWEEN THE CITY OF LA CAÑADA FLINTRIDGE AND
-----------------------------------------
THIS AGREEMENT FOR PUBLIC WORKS SERVICES (herein “Agreement”) is made and entered into this ------- of ---------------- by and between the City of La Cañada Flintridge, a California municipal corporation (“City”) and -----------------------, a California corporation (“Contractor”). The City and Contractor may sometimes be referred to herein, individually as a “Party” or collectively, as the “Parties.”

RECITALS
A. The City of La Cañada Flintridge (“City”) is authorized to enter into this Agreement for a public project pursuant to Chapter 3.02 of the La Cañada Flintridge Municipal Code (“LCFMC”), which establishes procedures for public projects in conformance with the Uniform Public Construction Cost Accounting Act. Pursuant to LCFMC section 3.02.080(B), this Agreement has been approved by the City Council and is executed by the City Manager.

B. The City selected Contractor, following submission of a proposal or bid for the performance of the services defined and described particularly in Article 1 of this Agreement to perform those services.

C. Pursuant to the City of La Cañada Flintridge Municipal Code and California state law, the City has authority to enter into and execute this Agreement.

D. The Parties desire to formalize the selection of Contractor for performance of the services described herein and desire that the terms of that performance be as particularly defined and described herein.

E. Campaign Contributions: This Agreement is subject to Government Code section 84308 (commonly known as the Levine Act), as amended by Senate Bill 1439 (2022), Senate Bill 1181 (2024), and Senate Bill 1243 (2024), unless otherwise exempt under subpart (a)(5)(B) of that section. Contractor shall disclose any contribution to an elected or appointed City official’s campaign or committee in an amount of more than five hundred dollars ($500) made within 12 months preceding the Commencement Date, by Contractor, its, her, or his agent, or another party affiliated with Contractor. Contractor shall provide a signed copy of the attached Campaign Contribution Disclosure Form to City prior to, or concurrent with, Contractor's execution of this Agreement and no later than the Commencement Date.

OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the Parties agree as follows:

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 3 ARTICLE 1. WORK OF CONTRACTOR

1.1 Scope of Work.

Contractor shall perform all of the work, furnish all labor, materials, equipment, tools, utility services, and transportation, and comply with all of the specification and requirements set forth in the Project Documents for the Project (as each such terms are defined below), in compliance with all terms and conditions of this Agreement, and as described in the “Scope of Work” attached hereto as Exhibit “A” and incorporated herein by this reference, which may be referred to herein as the “services” or “work” hereunder. As a material inducement to the City entering into this Agreement, Contractor represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the work required under this Agreement in a thorough, competent, and professional manner, and is experienced in performing the work and services contemplated herein. Contractor shall at all times faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. Contractor covenants that it shall follow the highest professional standards in performing the work and services required hereunder and that all materials will be both of good quality as well as fit for the purpose intended.

For purposes of this Agreement, the phrase “highest professional standards” shall mean those standards of practice recognized by one or more first-class firms performing similar work under similar circumstances.

1.2 Project Documents.

The Scope of Work shall include the proposal and any other documents submitted from Contractor to the City for the project entitled -------------------------------- (the “Project”), including any plans, specifications, or exhibits referenced therein (collectively, “Project Documents”), all of which are incorporated herein by this reference. In the event of any inconsistency between the terms of the Project Documents and this Agreement, the terms of this Agreement shall govern.

1.3 Compliance with Law.

Contractor shall keep itself informed concerning, and shall render all services hereunder in accordance with, all ordinances, resolutions, statutes, rules, and regulations of the City and any federal, state, or local governmental entity having jurisdiction in effect at the time service is rendered.

1.4 Compliance with California Labor Law.
(a) Public Work. The Parties acknowledge that the work to be performed under this Agreement is a “public work” as defined in California Labor Code Section 1720 and that this Agreement is therefore subject to the requirements of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works contracts and the rules and regulations established by the California Department of Industrial Relations (“DIR”) implementing such statutes. The work performed under this Agreement is subject to compliance monitoring and enforcement by the DIR. Contractor shall post job site notices, as prescribed by state law and DIR regulations. Pursuant to California Labor Code Section 1771.1, Contractor and all subcontractors must be registered with, and pay an annual fee to, the DIR prior to and during the performance of any work under this Agreement. Contractor shall notify the City in writing immediately, and in no case more than twenty-four (24) hours, after receiving any

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 4 information that Contractor’s or any of its subcontractors’ DIR registration status has been suspended, revoked, expired, or otherwise changed.
(b) Prevailing Wages. Contractor shall pay prevailing wages to the extent required by California Labor Code Section 1771. Pursuant to California Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are on file at City Hall and will be made available to any interested party on request. By initiating any work under this Agreement, Contractor acknowledges receipt of a copy of the DIR determination of the prevailing rate of per diem wages, and Contractor shall post a copy of the same at each job site where work is performed under this Agreement.
(c) Penalty for Failure to Pay Prevailing Wages. Contractor shall comply with and be bound by the provisions of California Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Contractor or by any subcontractor. (d) Payroll Records. Contractor shall comply with and be bound by the provisions of California Labor Code Section 1776, which requires Contractor and each subcontractor to: keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in California Labor Code Section 1776; certify and make such payroll records available for inspection as provided by California Labor Code Section 1776; and inform the City of the location of the records.
(e) Apprentices. Contractor shall comply with and be bound by the provisions of California Labor Code Sections 1777.5, 1777.6, and 1777.7 and California Code of Regulations Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects. Contractor shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Contractor shall provide the City with a copy of the information submitted to any applicable apprenticeship program. Within sixty (60) days after concluding work pursuant to this Agreement, Contractor and each of its subcontractors shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Agreement.
(f) Eight-Hour Work Day. Contractor acknowledges that eight (8) hours labor constitutes a legal day's work. Contractor shall comply with and be bound by California Labor Code Sections 1810 and 1811. As required under California Labor Code Section 1812, Contractor and each of its subcontractors shall keep an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed by them in connection with the work performed under the terms of this Agreement. (g) Penalties for Excess Hours. Contractor shall comply with and be bound by the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the performance of this Agreement by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 5 Code. Pursuant to California Labor Code section 1815, work performed by employees of Contractor in excess of eight (8) hours per day, and forty (40) hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half (1½) times the basic rate of pay. (h) Workers’ Compensation. California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees if it has employees. In accordance with the provisions of California Labor Code Section 1861, Contractor certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
Contractor’s Authorized Initials ________________
(Name)
(i) Contractor’s Responsibility for Subcontractors. For every subcontractor who will perform work under this Agreement, Contractor shall be responsible for such subcontractor's compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, and shall make such compliance a requirement in any contract with any subcontractor for work under this Agreement. Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor's compliance, including without limitation, conducting a review of the certified payroll records of the subcontractor on a periodic basis or upon becoming aware of the failure of the subcontractor to pay their workers the specified prevailing rate of wages. Contractor shall diligently take corrective action to halt or rectify any such failure by any subcontractor.

1.5 Licenses, Permits, Fees and Assessments.

Contractor shall obtain at its sole cost and expense such licenses, permits, registrations, and approvals as may be required by law for the performance of the services required by this Agreement. Contractor shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Contractor’s performance of the services required by this Agreement, and shall indemnify, defend, and hold harmless the City, its officers, employees or agents of the City, against any such fees, assessments, taxes, penalties, or interest levied, assessed, or imposed against City hereunder.

1.6 Familiarity with Work.
(a) By executing this Agreement, Contractor warrants that Contractor:
(i) has thoroughly investigated and considered the scope of work to be performed, (ii) has carefully considered how the services should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the services under this Agreement. If the services involve work upon any site, Contractor warrants that Contractor has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of services hereunder.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 6 (b) The Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, of any: (i) material Contractor believes may be hazardous waste as defined in Section 25117 of the Health & Safety Code required to be removed to a Class I, II, or III disposal site in accordance with existing law; (ii) subsurface, unknown, or latent conditions at the Project site, materially different from those indicated by information about the Project site made available to bidders prior to the deadline for submitting bids on the Project; or (iii) unknown physical conditions at the Project site of any unusual nature, different from those ordinarily encountered, and generally recognized as inherent in work of the character provided for in this Agreement, and will materially affect the performance of the services hereunder. (c) The City shall promptly investigate the conditions, and if it finds that the conditions do materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor's cost of, or the time required for, the performance of any part of the work, the City shall issue a Change Order per Section 1.10 of this Agreement. (d) In the event that a dispute arises between the City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in Contractor's cost of, or time required for, performance of any part of the work, Contractor shall not be excused from any scheduled completion date set, but shall proceed with all work to be performed under this Agreement. Contractor shall retain any and all rights provided either by contract or by law, which pertain to the resolution of disputes and protests between the Parties.
(e) As applicable, the City will compensate Contractor to the extent required by California Government Code Section 4215 by issuing a Change Order per Section 1.10 of this Agreement.

1.7 Protection and Care of Work and Materials.

The Contractor shall adopt reasonable methods, including providing and maintaining storage facilities, during the life of this Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies, and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the work by the City, except such losses or damages as caused by the City’s own negligence. Stored materials shall be reasonably accessible for inspection. Contractor shall not, without the City’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the work.

1.8 Warranty.

Contractor warrants all work under this Agreement (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed or corrected and any non-conforming construction or materials incorporated into the work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in this Agreement, or the Project Documents, or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the work, whichever is later) after the date of final acceptance by the City for the Project, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the work or non-conformance of the work to the requirements

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 7 under this Agreement, commence and prosecute with due diligence all work necessary to fulfill the terms of the warranty at its sole cost and expense. Contractor shall act as soon as requested by the City in response to any emergency condition or situation. In addition, Contractor shall, at its sole cost and expense, repair, remove and replace any portions of the work (or work of other subcontractors) damaged by its defective work or which becomes damaged in the course of repairing or replacing defective work. For any work so corrected, Contractor's obligation hereunder to correct defective work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected work. Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of this Agreement. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor. All warranties and guarantees of subcontractors, suppliers, and manufacturers with respect to any portion of the work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Agreement, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming work and any work damaged by such work or the replacement or correction thereof at Contractor's sole expense. Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand.

1.9 Inspection by City.

In connection with the performance of this Agreement, the City shall have the authority to enter the worksite at any time for the purpose of identifying the existence of conditions, either actual or threatened, that may present a danger or hazard to any and all employees. The Contractor agrees that the City, in its sole authority and discretion, may order the immediate abatement of any and all conditions that may present an actual or threatened danger or hazard to any and all employees at the worksite Contractor acknowledges the provisions of Section 6400 of the California Labor Code, which requires that employers shall furnish employment and a place of employment that is safe and healthful for all employees working therein. In the event the City identifies the existence of any condition that presents an actual or threatened danger or hazard to any or all employees at the worksite, the City is hereby authorized to order the immediate abatement of that actual or threatened condition pursuant to this Section.

The City may also, at its sole authority and discretion, issue an immediate stop work order to the Contractor to ensure that no employee working at the worksite is exposed to a dangerous or hazardous condition. Any stop work order issued by the City to the Contractor in accordance with the provisions of this section shall not give rise to any claim or cause of action for delay damages by the Contractor or the Contractor’s agents or subcontractors against the City.

1.10 Additional Work and Change Orders.
(a) City shall have the right at any time during the performance of the services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Work or make changes to the work by altering, adding to or deducting from said work.

No such extra work may be undertaken unless a written change order is first given by the Contract Officer to the Contractor, incorporating therein any adjustment in: (i) the Contract Sum, and/or (ii)

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 8 the time to perform this Agreement, which said adjustments are subject to the written approval of the Contractor (“Change Order”). All Change Orders must be signed by the Contractor and Contract Officer prior to commencing the extra work thereunder. (i) Contractor agrees that if Contractor becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the work or services contemplated herein or, if Contractor is providing design services, the cost of the Project being designed, Contractor shall promptly notify the Contract Officer of said fact, circumstance, technique, or event and the estimated increased or decreased cost related thereto and, if Contractor is providing design services, the estimated increased or decreased cost estimate for the Project being designed.
(b) Any single increase in compensation of up to ten percent (10%) of the Contract Sum or $25,000, whichever is less; or any increase in the time to perform of up to one hundred eighty (180) days may be approved by the Contract Officer, provided that such increase does not materially affect the work in a manner or materially and detrimentally affect the interest of the City. Any greater increases, taken either separately or cumulatively, must be approved by the City Council.
(c) Any adjustment in the Contract Sum for a Change Order must be in accordance with the rates set forth in the Schedule of Compensation in Exhibit “C”. If the rates in the Schedule of Compensation do not cover the type of work in the Change Order, the cost of such work shall not exceed an amount agreed upon in writing and signed by Contractor and Contract Officer. If the cost of the Change Order cannot be agreed upon, the City will pay for actual work of the Change Order that is completed to the satisfaction of the City, as follows:
(i) Labor: The cost of labor shall be the actual cost for wages of workers and subcontractors performing the work for the Change Order at the time such work is done. The use of labor classifications that would increase the cost of such work shall not be permitted.
(ii) Materials and Equipment: The cost of materials and equipment shall be at cost to Contractor or the lowest current price for which such materials and equipment are reasonably available at the time the work is done, whichever is lower. (iii) Daily Reporting: If the cost of the extra work cannot be agreed upon, the Contractor must provide a daily report that includes all invoices for labor, materials, and equipment costs for the work under the Change Order. The daily report must include: list of names of workers, classifications, and hours worked; description and list of quantities of materials used; type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable; description of other City authorized services and expenditures in such detail as the City may require. Failure to submit a daily report by the close of the next working day may, at the City’s sole and absolute discretion, waive the Contractor’s rights to payment for the work performed for that day. (d) It is expressly understood by Contractor that the provisions of this Section 1.10 shall not apply to services specifically set forth in the Scope of Work. Contractor hereby acknowledges that it accepts the risk that the services to be provided pursuant to the Scope of Work may be more costly or time consuming than Contractor anticipates and that Contractor

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 9 shall not be entitled to additional compensation therefor. City may in its sole and absolute discretion have similar work done by other contractors. (e) No claim for an increase in the Contract Sum or time for performance shall be valid unless the procedures established in this Section are followed.

1.11 Special Requirements.

Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth in the “Special Requirements” attached hereto as Exhibit “B” and incorporated herein by this reference. In the event of a conflict between the provisions of Exhibit “B” and any other provisions of this Agreement, the provisions of Exhibit “B” shall govern.

1.12 Further Responsibilities of the Parties
Both Parties agree to use reasonable care and diligence to perform their respective obligations under this Agreement. Both Parties agree to act in good faith to execute all instruments, prepare all documents, and take all actions as may be reasonably necessary to carry out the purposes of this Agreement. Contractor hereby acknowledges that the City is greatly concerned about the cost of work and services to be performed pursuant to this Agreement. For this reason, ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT.

2.1 Contract Sum.

Subject to any limitations set forth in this Agreement, City agrees to pay Contractor the amounts specified in the “Schedule of Compensation” attached hereto as Exhibit “C” and incorporated herein by this reference. The total compensation, including reimbursement for actual expenses, shall not exceed ----------------------------------------- ($----------------------) (the “Contract Sum”), unless additional compensation is approved pursuant to Section 1.10.

2.2 Method of Compensation.

The method of compensation may include: (i) a lump sum payment upon completion, (ii) payment in accordance with specified tasks or the percentage of completion of the services less the contract retention; (iii) payment for time and materials based upon the Contractor’s rates as specified in the Schedule of Compensation, provided that: (a) time estimates are provided for the performance of sub tasks, (b) contract retention is maintained and (c) the Contract Sum is not exceeded; or (iv) such other methods as may be specified in the Schedule of Compensation.

2.3 Reimbursable Expenses.

Compensation may include reimbursement for actual and necessary expenditures for reproduction costs, telephone expenses, and travel expenses approved by the Contract Officer in advance, or actual subcontractor expenses of an approved subcontractor pursuant to Section 4.5, and only if specified in the Schedule of Compensation. The Contract Sum shall include the attendance of Contractor at all Project meetings reasonably deemed necessary by the City.

Coordination of the performance of the work with City is a critical component of the services. If Contractor is required to attend additional meetings to facilitate such coordination, Contractor shall not be entitled to any additional compensation for attending said meetings.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 10

2.4 Invoices.

Each month Contractor shall furnish to the City an original invoice for all work performed and expenses incurred during the preceding month in a form approved by the City’s Finance Director and/or the Contract Officer. By submitting an invoice for payment under this Agreement, Contractor is certifying compliance with all provisions of the Agreement. The invoice shall contain all information specified in Exhibit “C”, include a copy of Contractor’s certified payroll and proof that the certified payroll has been submitted to the DIR, and shall detail charges for all necessary and actual expenses by the following categories: labor (by sub-category), travel, materials, equipment, supplies, and sub-contractor contracts. Sub-contractor charges shall also be detailed by such categories. Contractor shall also submit a list of the prevailing wage rates for all employees and subcontractors providing services under this Agreement, as applicable, with Contractor’s first invoice. Contractor shall not invoice the City for any duplicate services performed by more than one person.

City shall, as soon as practicable, independently review each invoice submitted by the Contractor to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. Except as to any charges for work performed or expenses incurred by Contractor which are disputed by the City, or as provided in Section 7.3, the City will cause Contractor to be paid within thirty (30) days of receipt of Contractor’s correct and undisputed invoice; however, Contractor acknowledges and agrees that due to City warrant run procedures, the City cannot guarantee that payment will occur within this time period. In the event that the City does not cause Contractor to be paid within thirty (30) days of receipt of an undisputed and properly submitted invoice, Contractor shall be entitled to the payment of interest to the extent allowed under California Public Contract Code Section 20104.50. In the event any charges or expenses are disputed by the City, the original invoice shall be returned by the City to Contractor, not later than seven (7) days after receipt by the City, for correction and resubmission. Returned invoices shall be accompanied by a document setting forth in writing the reasons why the payment request was rejected. Review and payment by the City of any invoice provided by the Contractor shall not constitute a waiver of any rights or remedies provided herein or any applicable law.

2.5 Waiver.

Payment to Contractor for work performed pursuant to this Agreement shall not be deemed to waive any defects in the work performed by Contractor.

2.6 Retention.

The City will deduct a five percent (5%) retention from all progress payments. In accordance with California Public Contract Code Section 22300, which is hereby incorporated into this Agreement, City shall permit the substitution of securities for any moneys withheld by City to ensure performance under this Agreement. The retention held by the City shall be released within sixty (60) days after the date of completion of the work and the Project, as required by California Public Contract Code Section 7107. In the event of a dispute between the City and Contractor, the City may withhold from the final payment an amount not to exceed one hundred fifty percent (150%) of the disputed amount.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 11 ARTICLE 3. PERFORMANCE SCHEDULE

3.1 Time of Essence.

Time is of the essence in the performance of this Agreement.

3.2 Schedule of Performance.

Contractor shall commence the services pursuant to this Agreement upon receipt of a written notice to proceed (“NTP”) by the Contract Officer and shall perform all services within the time period(s) established in the “Schedule of Performance” attached hereto as Exhibit “D” and incorporated herein by this reference. When requested by the Contractor, extensions to the time period(s) specified in the Schedule of Performance may be approved in writing by the Contract Officer, but not exceeding one hundred eighty (180) days cumulatively.

3.3 Force Majeure.

The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Contractor shall within ten (10) days of the commencement of such delay notify the Contract Officer in writing of the causes of the delay. The Contract Officer shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of the Contract Officer such delay is justified. The Contract Officer’s determination shall be final and conclusive upon the Parties to this Agreement. In no event shall Contractor be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Contractor’s sole remedy being extension of the Agreement pursuant to this Section.

3.4 Inspection and Final Acceptance.

The City may inspect and accept or reject any of Contractor’s work under this Agreement, either during performance or when completed. The City shall reject or finally accept Contractor’s work within forty-five (45) days after submitted to City. The City shall accept work by a timely written acceptance, otherwise work shall be deemed to have been rejected. If the City finds that Contractor’s work does not meet the requirements and standards set forth in this Agreement, Contractor shall remedy any defects in the work at Contractor’s sole expense, following notice by the City. The City’s acceptance shall be conclusive as to such work except with respect to latent defects, fraud and such gross mistakes as to amount to fraud. Acceptance of any work by the City shall not constitute a waiver of any of the provisions of this Agreement including, but not limited to, Articles 1 and 5, pertaining to warranty and indemnification and insurance, respectively.

3.5 Term.

Unless earlier terminated in accordance with Article 7 of this Agreement, this Agreement shall continue in full force and effect until completion of the services but not exceeding one (1) year from the date hereof, except as otherwise provided in the Schedule of Performance (Exhibit “D”). .

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 12 ARTICLE 4. COORDINATION OF WORK

4.1 Representatives and Personnel of Contractor.

The following principals of Contractor (“Principals”) are hereby designated as being the principals and representatives of Contractor authorized to act on its behalf with respect to the work specified herein and make all decisions in connection therewith:
-----------------------------------------
Name and Title
It is expressly understood that the experience, knowledge, capability, and reputation of the foregoing Principals were a substantial inducement for the City to enter into this Agreement. Therefore, the Principals shall be responsible during the term of this Agreement for directing all activities of Contractor and devoting sufficient time to personally supervise the services hereunder. All personnel of Contractor, and any authorized agents, shall at all times be under the exclusive direction and control of the Principals. For purposes of this Agreement, the Principals may not be replaced nor may their responsibilities be substantially reduced by Contractor without the express written approval of the City. Additionally, Contractor shall make every reasonable effort to maintain the stability and continuity of Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement. Contractor shall notify City of any changes in Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement, prior to and during any such performance.

4.2 Status of Contractor.

Contractor shall have no authority to bind the City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against the City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by the City. Contractor shall not at any time or in any manner represent that Contractor or any of Contractor’s officers, employees, or agents are in any manner officials, officers, employees, or agents of the City. Neither Contractor, nor any of Contractor’s officers, employees or agents, shall obtain any rights to retirement, health care, or any other benefits which may otherwise accrue to the City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.

4.3 Contract Officer.

The Contract Officer shall be Maged El-Rabaa, Director of Public Works, or such person as may be designated by the City Manager. It shall be the Contractor’s responsibility to assure that the Contract Officer is kept informed of the progress of the performance of the services and the Contractor shall refer any decisions which must be made by the City to the Contract Officer. Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Contract Officer. The Contract Officer shall have authority, if specified in writing by the City Manager, to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 13

4.4 Independent Contractor.

Neither the City nor any of its employees shall have any control over the manner, mode, or means by which Contractor, its principal officers, agents, or employees, perform the services required herein, except as otherwise set forth herein. The City shall have no voice in, or authority over, the selection, discharge, supervision, or control of Contractor’s employees, servants, representatives, or agents, or in fixing their number, compensation, or hours of service.

Contractor shall perform all services required herein as an independent contractor of the City and shall remain at all times as to the City a wholly independent contractor with only such obligations as are consistent with that role. Contractor shall not at any time or in any manner represent that it or any of its agents or employees are agents or employees of the City. The City shall not in any way or for any purpose become or be deemed to be a partner of Contractor in its business or otherwise or a joint venturer or a member of any joint enterprise with Contractor.

4.5 Prohibition Against Subcontracting or Assignment.

The experience, knowledge, capability, and reputation of Contractor, its principals, and employees were a substantial inducement for the City to enter into this Agreement. Therefore, Contractor shall not contract with any other entity to perform in whole or in part the services required hereunder without the express written approval of the City. All subcontractors shall obtain, at its or Contractor’s expense, such licenses, permits, registrations, and approvals (including from the City) as may be required by law for the performance of any services or work under this Agreement. In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated, or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of the City.

ARTICLE 5. INSURANCE, INDEMNIFICATION AND BONDS

5.1 Insurance Coverages.

Without limiting Contractor’s indemnification obligations to the City (as set forth below), and prior to commencement of any services under this Agreement, Contractor shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type, and amounts described below and in a form satisfactory to City. (a) General Liability Insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $2,000,000 per occurrence, $4,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.
(b) Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with the services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 14 (c) Professional Liability (errors & omissions) Insurance. Contractor shall maintain professional liability insurance that covers the services to be performed in connection with this Agreement, in the minimum amount of $1,000,000 per claim and in the aggregate. Any policy inception date, continuity date, or retroactive date must be before the effective date of this Agreement and Contractor agrees to maintain continuous coverage through a period no less than three (3) years after completion of the services required by this Agreement. (d) Workers’ Compensation Insurance. Contractor shall maintain workers’ compensation insurance (Statutory Limits) and employer’s liability insurance (with limits of at least $1,000,000).
(e) Pollution Liability Insurance. Contractor shall maintain pollution liability insurance, written on a Contractor’s Pollution Liability form or other form acceptable to the City, providing coverage for liability arising out of sudden, accidental, and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 per claim and in the aggregate. All activities contemplated in this Agreement shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for remediation of the site in the event of an environmental contamination event arising out of the materials, supplies, products, work, operations, or workmanship.
(f) Transportation Pollution Liability Insurance. Contractor shall maintain transportation pollution liability insurance, written on a Contractor’s Pollution Liability form or other form acceptable to the City, providing coverage in an amount not less than $5,000,000 combined single limit per accident and shall include Pollution Liability (CA9948) and MCS-90 Endorsements. The policy shall provide coverage for transportation of pollutants/contaminants to and from the job site and the hauling of waste from the project site to the final disposal location, including non-owned disposal sites.
(g) Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall include all of the requirements stated herein. (h) Additional Insurance. Policies of such other insurance, as may be required in the Special Requirements in Exhibit “B”.

5.2 General Insurance Requirements.
(a) Proof of Insurance. Contractor shall provide certificates of insurance to the City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by the City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with the City at all times during the term of this Agreement. The City reserves the right to require complete, certified copies of all required insurance policies, at any time.
(b) Duration of Coverage. Contractor shall procure and maintain for the duration of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the services hereunder by Contractor, its agents, representatives, employees or subcontractors.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 15 (c) Primary/noncontributing. Coverage provided by Contractor shall be primary and any insurance or self-insurance procured or maintained by the City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of the City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.
(d) City’s Rights of Enforcement. In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, the City has the right, but not the duty, to obtain the insurance it deems necessary and any premium paid by the City will be promptly reimbursed by Contractor or the City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, the City may cancel this Agreement.
(e) Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or that is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s Risk Manager.
(f) Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against the City, its elected or appointed officers, agents, officials, employees, and volunteers, or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against the City, and shall require similar written express waivers and insurance clauses from each of its subcontractors.
(g) Enforcement of Contract Provisions (non-estoppel). Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City, nor does it waive any rights hereunder.
(h) Requirements Not Limiting. Requirements of specific coverage features or limits contained in this section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any Party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
(i) Notice of Cancellation. Contractor agrees to oblige its insurance agent or broker and insurers to provide to the City with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 16 (j) Additional Insured Status. General liability policies shall provide or be endorsed to provide that the City and its officers, officials, employees, and agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.
(k) Prohibition of Undisclosed Coverage Limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to the City and approved of in writing. (l) Separation of Insureds. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions. (m) Pass Through Clause. Contractor agrees to ensure that its subconsultants, subcontractors, and any other party involved with the Project who is brought onto or involved in the Project by Contractor, provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this Section. Contractor agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the Project will be submitted to the City for review. (n) City’s Right to Revise Specifications. The City reserves the right at any time during the term of this Contract to change the amounts and types of insurance required by giving the Contractor ninety (90) days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City and Contractor may renegotiate Contractor’s compensation.
(o) Self-Insured Retentions. Any self-insured retentions must be declared to and approved by the City. The City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by the City.
(p) Timely Notice of Claims. Contractor shall give the City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.
(q) Additional Insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work.

5.3 Indemnification.

To the full extent permitted by law, Contractor agrees to indemnify, defend and hold harmless the City, its officers, employees, and agents (“Indemnified Parties”) against, and will hold and save them and each of them harmless from, any and all actions, either judicial, administrative, arbitration, or regulatory claims, damages to persons or property, injuries, or death of any person (including workers and the public), losses, costs, penalties, obligations, errors, omissions, or liabilities, whether actual or threatened (herein “claims or liabilities”), that may be asserted or claimed by any person, firm, or entity arising out of or in connection with the negligent

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 17 performance of the work provided herein of Contractor, its officers, employees, agents, subcontractors, invitees, or any individual or entity for which Contractor is legally liable (“indemnitors”), or arising from Contractor’s or indemnitors’ reckless or willful misconduct, or arising from Contractor’s or indemnitors’ negligent performance of or failure to perform any term, provision, covenant, or condition of this Agreement, and in connection therewith:
(a) Contractor will defend any action or actions filed in connection with any of said claims or liabilities (with legal counsel approved by City) and will pay all costs and expenses, including legal costs and attorneys’ fees incurred in connection therewith; (b) Contractor will promptly pay any judgment rendered against the City, its officers, agents or employees for any such claims or liabilities; and Contractor agrees to save and hold the City, its officers, agents, and employees harmless therefrom; (c) In the event the City, its officers, agents, or employees is made a party to any action or proceeding filed or prosecuted against Contractor for such damages or other claims arising out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Contractor hereunder, Contractor agrees to pay to the City, its officers, agents, or employees, any and all costs and expenses incurred by the City, its officers, agents, or employees in such action or proceeding, including but not limited to, legal costs and attorneys’ fees.

In addition, Contractor agrees to indemnify, defend, and hold harmless the Indemnified Parties from, any and all claims and liabilities for any infringement of patent rights, copyrights, or trademark on any person or persons in consequence of the use by the Indemnified Parties of articles to be supplied by Contractor under this Agreement, and of which the Contractor is not the patentee or assignee or has not the lawful right to sell the same.

Contractor shall incorporate similar indemnity agreements with its subcontractors and if it fails to do so Contractor shall be fully responsible to indemnify the City hereunder therefore, and failure of City to monitor compliance with these provisions shall not be a waiver hereof. This indemnification includes claims or liabilities arising from any negligent or wrongful act, error or omission, or reckless, or willful misconduct of Contractor in the performance of professional services and work hereunder. The provisions of this Section do not apply to claims or liabilities occurring as a result of the City’s sole negligence or willful acts or omissions, but, to the fullest extent permitted by law, shall apply to claims and liabilities resulting in part from the City’s negligence, except that design professionals’ indemnity hereunder shall be limited to claims and liabilities arising out of the negligence, recklessness or willful misconduct of the design professional. The indemnity obligation shall be binding on successors and assigns of Contractor and shall survive termination of this Agreement.

Contractor’s obligations under this Section shall apply regardless of whether or not such claims or liabilities were caused in part or contributed to by the City or any Indemnified Parties. In instances where the City or its Indemnified Parties is shown to have been actively negligent and where City’s active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 18

5.4 Notification of Third-Party Claims.

The City shall timely notify Contractor of the receipt of any third-party claim relating to the work under this Agreement. The City shall be entitled to recover from Contractor its reasonable costs incurred in providing such notification.

5.5 Performance and Labor Bonds
Concurrently with execution of this Agreement, Contractor shall deliver to the City, the following:
(a) A performance bond in the amount of the Contract Sum of this Agreement, in the form provided by the City Clerk, which secures the faithful performance of this Agreement (“Performance Bond”).
(b) A labor and materials bond in the amount of the Contract Sum of this Agreement, in the form provided by the City Clerk, which secures the payment of all persons furnishing labor and/or materials in connection with the work under this Agreement (“Payment Bond”).

Both the Performance Bond and Payment Bond required under this Section 5.5 shall contain the original notarized signature of an authorized officer of the surety and affixed thereto shall be a certified and current copy of his/her power of attorney. The bonds shall be unconditional and remain in force during the entire term of this Agreement.

5.6 Sufficiency of Insurer or Surety.

Insurance and bonds required by this Agreement shall be satisfactory only if issued by companies qualified to do business in California, rated “A” or better in the most recent edition of Best’s Rating Guide, The Key Rating Guide or in the Federal Register, and only if they are of a financial category Class VII or better, unless such requirements are waived by the Risk Manager of the City (“Risk Manager”) due to unique circumstances. In addition, the insurance carrier must be currently authorized by the Insurance Commissioner to transact business of insurance or be on the List of Approved Surplus Line Insurers issued by the State of California. If this Agreement continues for more than three (3) years duration, or in the event the Risk Manager determines that the work or services to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies and the bonds required by Section 5.5 may be changed accordingly upon receipt of written notice from the Risk Manager.

5.7 Substitution of Securities.

Pursuant to California Public Contract Code Section 22300, substitution of eligible equivalent securities for any funds withheld to ensure performance under this Agreement may be permitted at the request and sole expense of the Contractor. Alternatively, the Contractor may, pursuant to an escrow agreement in a form prescribed by California Public Contract Code Section 22300, request payment of retentions funds earned directly to the escrow agent at the sole expense of the Contractor.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 19

5.8 Release of Securities.

The City shall release the Performance and Payment Bonds when the following have occurred:
(a) Contractor has made a written request for release and provided evidence of satisfaction of all other requirements under Article 5 of this Agreement; (b) the work for the Project has been finally accepted by the City; and (c) after passage of the time within which lien claims are required to be made pursuant to applicable laws; if lien claims have been timely filed, City shall hold the Payment Bond until such claims have been resolved, Contractor has provided statutory bond, or otherwise as required by applicable law.

ARTICLE 6. RECORDS, REPORTS, AND RELEASE OF INFORMATION

6.1 Records.

Contractor shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports, studies, certified and accurate copies of payroll records in compliance with all applicable laws, or other documents relating to the disbursements charged to the City and services performed hereunder (the “books and records”), as shall be necessary to perform the services required by this Agreement and enable the Contract Officer to evaluate the performance of such services. Any and all such documents shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed. The Contract Officer shall have full and free access to such books and records at all times during normal business hours of the City, including the right to inspect, copy, audit, and make records and transcripts from such records. Such records shall be maintained for a period of three (3) years following completion of the services hereunder, and the City shall have access to such records in the event any audit is required. In the event of dissolution of Contractor’s business, custody of the books and records may be given to the City, and access shall be provided by Contractor’s successor in interest. Notwithstanding the above, the Contractor shall fully cooperate with the City in providing access to the books and records if a public records request is made and disclosure is required by law, including but not limited to the California Public Records Act.

6.2 Reports.

Contractor shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the services required by this Agreement as the Contract Officer shall require.

6.3 Ownership of Documents.

All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents, and other materials (the “documents and materials”) prepared by Contractor, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to the City upon request of the Contract Officer or upon the termination of this Agreement, and Contractor shall have no claim for further employment or additional compensation as a result of the exercise by the City of its full rights of ownership use, reuse, or assignment of the documents and materials hereunder. Any use,

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 20 reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific written authorization by the Contractor will be at the City’s sole risk and without liability to Contractor, and Contractor’s guarantee and warranties shall not extend to such use, reuse or assignment. Contractor may retain copies of such documents for its own use.

Contractorshall have an unrestricted right to use the concepts embodied therein. All subcontractors shall provide for assignment to the City of any documents or materials prepared by them, and in the event Contractor fails to secure such assignment, Contractor shall indemnify the City for all damages resulting therefrom. Moreover, Contractor with respect to any documents and materials that may qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials are hereby deemed “works made for hire” for the City.

6.4 Confidentiality and Release of Information.
(a) Information gained or work product produced by Contractor in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Contractor. Contractor shall not release or disclose any such information or work product to persons or entities other than the City without prior written authorization from the Contract Officer.
(b) Contractor, its officers, employees, agents, and subcontractors, shall not, without prior written authorization from the Contract Officer or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories or admissions, or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered "voluntary" provided Contractor gives the City sufficient notice of such court order or subpoena to allow it to raise appropriate objections.
(c) If Contractor, or any officer, employee, agent, or subcontractor of Contractor, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Contractor for any damages, costs, and fees, including attorneys’ fees, caused by or incurred as a result of Contractor’s conduct. (d) Contractor shall promptly notify the City should Contractor, its officers, employees, agents or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions, or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed there under. City retains the right, but has no obligation, to represent Contractor or be present at any deposition, hearing or similar proceeding. Contractor agrees to cooperate fully with City and to provide the City with sufficient opportunity to review, comment, or file appropriate objections to any response to discovery requests provided by Contractor. This right to review any such response, however, does not imply or mean the right by the City to control, direct, or rewrite said response.

ARTICLE 7. ENFORCEMENT OF AGREEMENT AND TERMINATION

7.1 California Law.

This Agreement shall be interpreted, construed and governed both as to validity and to performance of the Parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim, or matter arising out of or in relation to this Agreement shall be

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 21 instituted in the Superior Court of the County of Los Angeles, State of California, or any other appropriate court in such county, and Contractor covenants and agrees to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in the County of Los Angeles, State of California.

7.2 Disputes.
(a) Default; Cure. In the event that Contractor is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Contractor for any work performed after the date of default. Instead, the City may give notice to Contractor of the default and the reasons for the default. The notice shall include the timeframe in which Contractor may cure the default. This timeframe is presumptively thirty (30) days, but may be extended, though not reduced, if circumstances warrant, in the sole and absolute discretion of the Project Manager. During the period of time that Contractor is in default, the City shall hold all invoices and shall proceed with payment on such invoices only when the default is cured to the satisfaction of the City. In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Contractor does not cure the default, the City may take necessary steps to terminate this Agreement under this Article. Any failure on the part of the City to give notice of the Contractor’s default shall not be deemed to result in a waiver of the City’s legal rights or any rights arising out of any provision of this Agreement. (b) Dispute Resolution. To the extent applicable, this Agreement is subject to the provisions of Article 1.5 (commencing at Section 20104) of Division 2, Part 3 of the California Public Contract Code regarding the resolution of public works claims of less than $375,000. Additionally, Section 9204 of the California Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. Article 1.5 mandates certain procedures for the filing of claims and supporting documentation by the Contractor, for the response to such claims by the City, for a mandatory meet and confer conference upon the request of the Contractor, for mandatory non-binding mediation in the event litigation is commenced, and for mandatory judicial arbitration upon the failure to resolve the dispute through mediation. This Agreement hereby incorporates the provisions of Article 1.5 as though fully set forth herein and the intent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code with respect to any such claims by Contractor. This Section shall be construed to be consistent with said statutes.

For purposes of these procedures, the term “claim(s)” means a separate demand by the Contractor, after the City has denied Contractor’s timely and duly made request for payment for extra work and/or a time extension, for: (i) a time extension, (ii) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to this Agreement and payment of which is not otherwise expressly provided for or the Contractor is not otherwise entitled to, or (iii) an amount the payment of which is disputed by the City.

7.3 Retention of Funds.

Contractor hereby authorizes the City to deduct from any amount payable to Contractor (whether or not arising out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate the City for any losses, costs, liabilities, or damages suffered by the City, and (ii) all amounts for which the City may be liable to third parties, by reason of Contractor’s acts or omissions in performing or failing to perform

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 22 Contractor’s obligation under this Agreement. In the event that any claim is made by a third party, the amount or validity of which is disputed by Contractor, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, the City may withhold from any payment due, without liability for interest because of such withholding, an amount sufficient to cover such claim.

The failure of the City to exercise such right to deduct or to withhold shall not, however, affect the obligations of the Contractor to insure, indemnify, and protect the City as elsewhere provided herein.

7.4 Waiver.

Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement.

Acceptance by the City of any work or services by Contractor shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non-defaulting Party on any default shall impair such right or remedy or be construed as a waiver. Any waiver by either Party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.

7.5 Rights and Remedies are Cumulative.

Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.

7.6 Legal Action.

In addition to any other rights or remedies, either Party may take legal action, in law or in equity, to cure, correct, or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement. Notwithstanding any contrary provision herein, Contractor shall file a claim pursuant to California Government Code Sections 905 et seq. and 910 et seq., in order to pursue a legal action under this Agreement.

7.7 Liquidated Damages.

Because the determination of actual damages for any delay in performance of this Agreement would be extremely difficult or impractical to determine in the event of a breach of this Agreement, the Contractor and its sureties shall be liable for and shall pay to the City the sum of ------------------------------------- ($-----------------------) as liquidated damages for each working day of delay in the performance of any of the services required hereunder, as specified in the Schedule of Performance (Exhibit “D”). The City may withhold from any monies payable on account of services performed by the Contractor any accrued liquidated damages. Pursuant to California Government Code Section 4215, Contractor shall not be assessed liquidated damages for delay in completion of the Project when such delay was caused by the failure of the public agency or owner of the utility to provide for removal or relocation of utility facilities.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 23

7.8 Termination Prior to Expiration of Term.

This Section shall govern any termination of this Contract except as specifically provided in the following Section for termination for cause. The City reserves the right to terminate this Contract at any time, with or without cause, upon thirty (30) days’ written notice to Contractor, except that where termination is due to the fault of the Contractor, the period of notice may be such shorter time as may be determined by the Contract Officer. Upon receipt of any notice of termination, Contractor shall immediately cease all services hereunder except such as may be specifically approved by the Contract Officer. Except where the Contractor has initiated termination, the Contractor shall be entitled to compensation for all services rendered prior to the effective date of the notice of termination and for any services authorized by the Contract Officer thereafter in accordance with the Schedule of Compensation or such as may be approved by the Contract Officer, except as provided in Section 7.3. In the event the Contractor has initiated termination, the Contractor shall be entitled to compensation only for the reasonable value of the work product actually produced hereunder. In the event of termination without cause pursuant to this Section, the terminating Party need not provide the non-terminating Party with the opportunity to cure pursuant to Section 7.2.

7.9 Termination for Default of Contractor.

If termination is due to the failure of the Contractor to fulfill its obligations under this Agreement, the City may, after compliance with the provisions of Section 7.2, take over the work and prosecute the same to completion by contract or otherwise, and the Contractor shall be liable to the extent that the total cost for completion of the services required hereunder exceeds the compensation herein stipulated (provided that the City shall use reasonable efforts to mitigate such damages), and the City may withhold any payments to the Contractor for the purpose of set-off or partial payment of the amounts owed the City as previously stated.

7.10 Attorneys’ Fees.

If either Party to this Agreement is required to initiate or defend or made a Party to any action or proceeding in any way connected with this Agreement, the prevailing Party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney’s fees. Attorney’s fees shall include attorney’s fees on any appeal, and in addition a Party entitled to attorney’s fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation. All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment.

7.11 Unfair Business Practices Claims.

In entering into this Agreement, Contractor offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. § 15) or under the Cartwright Act (Chapter 2, (commencing with Section 16700) of Part 2 of Division 7 of the California Business and Professions Code), arising from purchases of goods, services or materials related to this Agreement. This assignment shall be made and become effective at the time the City renders final payment to the Contractor without further acknowledgment by the Parties.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 24 ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION

8.1 Non-liability of City Officers and Employees.

No officer or employee of the City shall be personally liable to the Contractor, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Contractor or to its successor, or for breach of any obligation of the terms of this Agreement.

8.2 Conflict of Interest.

Contractor covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of the City or which would in any way hinder Contractor’s performance of services under this Agreement. Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent, or subcontractor without the express written consent of the Contract Officer. Contractor agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of the City in the performance of this Agreement.

No officer or employee of the City shall have any financial interest, direct, or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to this Agreement which effects his / her financial interest or the financial interest of any corporation, partnership or association in which he/her is, directly or indirectly, interested, in violation of any State statute or regulation. The Contractor warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement.

8.3 Covenant Against Discrimination.

Contractor covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class in the performance of this Agreement. Contractor shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class.

8.4 Unauthorized Aliens.

Contractor hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, Title 8 Section 1101 et seq. of the United States Code , as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein.

Should Contractor so employ such unauthorized aliens for the performance of work and/or services covered by this Agreement, and should any liability or sanctions be imposed against the City for such use of unauthorized aliens, Contractor hereby agrees to and shall reimburse the City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys' fees, incurred by the City.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 25 ARTICLE 9. MISCELLANEOUS PROVISIONS

9.1 Notices.

Any notice, demand, request, document, consent, approval, or communication either Party desires or is required to give to the other Party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Contract Officer (with her/his name and City title), City of La Cañada Flintridge, One Civic Center Dr., La Cañada Flintridge, CA 91011, and in the case of the Contractor, to the person at the address designated on the execution page of this Agreement. Either Party may change its address by notifying the other Party of the change of address in writing.

Notice shall be deemed communicated at the time personally delivered or in seventy-two (72) hours from the time of mailing if mailed as provided in this Section. All correspondence relating to this Agreement shall be serialized consecutively.

9.2 Interpretation.

The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.

9.3 Counterparts and Electronic Signatures.

This Agreement may be executed in two or more counterparts, each of which when so executed shall be deemed to be an original and all of which when taken together shall constitute one and the same instrument. The words “execution,” “signed,” “signature,” and words of like import in this Agreement or in any other certificate, agreement or document related to this Agreement, shall include images of manually executed signatures transmitted by facsimile or other electronic format (including, without limitation, “pdf”, “tif” or “jpg”) and other electronic signatures (including, without limitation, DocuSign and AdobeSign). The use of electronic signatures and electronic records (including, without limitation, any contract or other record created, generated, sent, communicated, received, or stored by electronic means) shall be of the same legal effect, validity and enforceability as a manually executed signature or use of a paperbased record-keeping system to the fullest extent permitted by applicable law, including the Federal Electronic Signatures in Global and National Commerce Act, the California Uniform Electronic Transactions Act and any other applicable law, including, without limitation, any state law based on the Uniform Electronic Transactions Act or the Uniform Commercial Code.

9.4 Integration; Amendment.

This Agreement including the attachments hereto (and the documents incorporated herein) is the entire, complete and exclusive expression of the understanding of the Parties. It is understood that there are no oral agreements between the Parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the Parties, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Contractor and by the City Council or the City’s duly authorized official, as applicable. The Parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void. Each and every provision of law and clause required by law to be inserted in this Agreement shall be deemed to be inserted herein, and this

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 26 Agreement shall be read and enforced as though it were included herein. If through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon application of either Party, this Agreement shall forthwith be amended to make such insertion or correction/

9.5 Severability.

In the event that any one or more of the phrases, sentences, clauses, paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the Parties hereunder unless the invalid provision is so material that its invalidity deprives either Party of the basic benefit of their bargain or renders this Agreement meaningless.

9.6 Warranty & Representation of Non-Collusion.

No official, officer, or employee of the City has any financial interest, direct or indirect, in this Agreement, nor shall any official, officer, or employee of the City participate in any decision relating to this Agreement which may affect his/her financial interest or the financial interest of any corporation, partnership, or association in which they are directly or indirectly interested, or in violation of any corporation, partnership, or association in which they are directly or indirectly interested, or in violation of any State or municipal statute or regulation. The determination of “financial interest” shall be consistent with State law and shall not include interests found to be “remote” or “noninterests” pursuant to California Government Code Sections 1091 or 1091.5. Contractor warrants and represents that it has not paid or given, and will not pay or give, to any third party including, but not limited to, any City official, officer, or employee, any money, consideration, or other thing of value as a result or consequence of obtaining or being awarded any agreement. Contractor further warrants and represents that they have not engaged in any act(s), omission(s), or other conduct or collusion that would result in the payment of any money, consideration, or other thing of value to any third party including, but not limited to, any City official, officer, or employee, as a result of consequence of obtaining or being awarded any agreement. Contractor is aware of and understands that any such act(s), omission(s) or other conduct resulting in such payment of money, consideration, or other thing of value will render this Agreement void and of no force or effect.

Contractor’s Authorized Initials ___________________
(Name and Title)

9.7 Corporate Authority.

The persons executing this Agreement on behalf of the Parties hereto warrant that:
(i) such Party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said Party, (iii) by so executing this Agreement, such Party is formally bound to the provisions of this Agreement, and (iv) the entering into this Agreement does not violate any provision of any other agreement to which said Party is bound. This Agreement shall be binding upon the heirs, executors, administrators, successors, and assigns of the Parties.

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 27 [SIGNATURES APPEAR ON THE FOLLOWING PAGE]

PW Agreement – Vendor/Contractor Name (Project Title, Plan No) Council Date 28 IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first-above written.

CITY:

CITY OF LA CAÑADA FLINTRIDGE, a municipal
corporation
By:
___________________________________
Daniel Jordan
City Manager
APPROVED AS TO FORM:

ALESHIRE & WYNDER, LLP
By:
___________________________________
Adrian R. Guerra
City Attorney
ATTEST:

By:
___________________________________
Tania Garcia
City Clerk
CONTRACTOR:
---------------------------------------------
By:
___________________________________
Name:

Title:

Email:

Phone Number:

By:
___________________________________
Name:

Title:

Email:

Phone Number:

Address: ____________________
____________________
Two corporate officer signatures required when Contractor is a corporation, with one signature required from each of the following groups: 1) Chairman of the Board, President or any Vice President; and 2) Secretary, any Assistant Secretary, Chief Financial Officer or any Assistant Treasurer.

01172.0001 2172749.1 7/29/2026 A-1
EXHIBIT “A”

SCOPE OF WORK
I. Consistent with Section 1.2 of the Agreement Contractor shall perform all of the work and comply with all of the plans, specifications and requirements in the Project Documents for the Project entitled “2026 Citywide Street Resurfacing Program”, including any documents or exhibits referenced therein.

II. Brief description of the work to be performed:

III. The work to be done consists of (Scope of Work)
________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ In addition to the requirements of Section 6.2, during performance of the work, Contractor will keep the City apprised of the status of performance by delivering the following status reports:

A. Daily Inspection Reports
B. Three Weeks Look ahead Schedule
IV. All work is subject to review and acceptance by the City, and must be revised by the Contractor without additional charge to the City until found satisfactory and accepted by City.

V. Contractor shall provide safe and continuous passage for pedestrian and vehicular traffic in accordance with the Work Area Traffic Control Handbook (WATCH), latest edition.

Contractor shall also observe and perform all specific traffic control safe protocols identified in the Project Documents while working in the public right of way and upon any City facilities.

01172.0001 2172749.1 7/29/2026 B-1
EXHIBIT “B”

SPECIAL REQUIREMENTS
(Superseding Contract Boilerplate)
Added text is indicated in bold italics, deleted text is indicated in strikethrough.

I. Section 2.3 is hereby revised as follows:

2.3 Reimbursable Expenses.

Compensation may include reimbursement for actual and necessary expenditures for reproduction costs, telephone expenses, and travel expenses approved by the Contract Officer in advance, or actual subcontractor expenses of an approved subcontractor pursuant to Section 4.5, and only if specified in the Schedule of Compensation. The Contract Sum shall include the attendance of Contractor at all Project meetings reasonably deemed necessary by the City.

Coordination of the performance of the work with City is a critical component of the services. If Contractor is required to attend additional meetings to facilitate such coordination, Contractor shall not be entitled to any additional compensation for attending said meetings.

01172.0001 2172749.1 7/29/2026 C-1
EXHIBIT “C”

SCHEDULE OF COMPENSATION
I. Contractor shall perform all work at the rates set forth in the Project Documents submitted as part of Contractor’s Proposal, and listed below:

II. A retention of five percent (5%) shall be held from each payment as a contract retention to be paid as part of the final payment upon satisfactory completion of services.

III. Within the budgeted amounts for each item in the Project Documents, and with the approval of the Contract Officer, funds may be shifted from one item’s subbudget to another so long as the Contract Sum is not exceeded per Section 2.1.

IV. The City will compensate Contractor for the services performed upon submission of a valid invoice. Each invoice is to include:

A. Line items for all personnel describing the work performed, the number of hours worked, and the hourly rate.

B. Line items for all materials and equipment properly charged to the services.

C. Line items for all other approved reimbursable expenses claimed, with supporting documentation.

D. Line items for all approved subcontractor labor, supplies, equipment, materials, and travel properly charged to the services.

V. The total compensation for the services shall not exceed the Contract Sum, as provided in Section 2.1 of this Agreement.

01172.0001 2172749.1 7/29/2026 D-1
EXHIBIT “D”

SCHEDULE OF PERFORMANCE
I. Contractor shall perform all work within Fifty (50) working days starting on the Notice to Proceed date. Prior to issuance of the Notice to Proceed, the Contractor must submit a project schedule for approval.

II. Contractor shall deliver the following tangible work products to the City by the following dates.

A. Daily Reports will be delivered to the City weekly. Daily Reports must be delivered and accepted prior to any progress payment up until the date that work is being invoiced for.

Certified payroll will be delivered to the City biweekly. Certified payroll must be delivered and accepted prior to any progress payment up until the date that work is being invoiced for.

III. The Contract Officer may approve extensions for performance of the services in accordance with Section 3.2.

01172.0001 2172749.1 7/29/2026 D-1

PERFORMANCE BOND
WHEREAS, the CITY OF LA CAÑADA FLINTRIDGE, (“City”), has awarded to __________________________________, as Contractor (“Principal”), a Contract for the work entitled and described as
follows:__________________________________________________; WHEREAS, the Contractor is required under the terms of said Contract to furnish a bond for the faithful performance of the Contract;
NOW, THEREFORE, we the undersigned Contractor and Surety, are held and firmly bound unto the City in the sum of ________________________________________ ($______________), this amount being not less than one hundred percent (100%) of the total Contract price, lawful money of the United States of America, for payment of which sum well and truly be made we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. In case suit is brought upon this bond, the Surety will pay a reasonable attorney’s fee to the City in an amount to be fixed by the court.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bound Contractor, or its heirs, executors, administrators, successors, or assigns, shall in all things stand and abide by, well and truly keep and perform all undertakings, terms, covenants, conditions, and agreements in the said Contract and any alteration thereof, made as therein provided, all within the time and in the manner designated and in all respects according to their true intent and meaning, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

FURTHER, the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of such change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder.

Executed on 20___.

PRINCIPAL
(Seal if Corporation) By
Title
(Attach Acknowledgment of Authorized Representative of Principal)

01172.0001 2172749.1 7/29/2026 D-2
Any claims under this bond may be addressed to:
(name and address of Surety)
(name and address of Surety's agent for service
of
process in California, if different from above)
(telephone number of Surety's agent in
California)
(Attach Acknowledgment)
SURETY
By
(Attorney-in-Fact)
NOTICE:

No substitution or revision to this bond form will be accepted. Sureties must be authorized to do business in and have an agent for service of process in California. Certified copy of Power of Attorney must be attached.

01172.0001 2172749.1 7/29/2026

PAYMENT BOND
(Labor and Material Bond)
WHEREAS, the CITY OF LA CAÑADA FLINTRIDGE, (“City”), has awarded to __________________________________, as Contractor (“Principal”), a Contract for the work entitled and described as
follows:__________________________________________________; WHEREAS, said Contractor is required to furnish a bond in conjunction with said Contract, to secure the payment of claims of laborers, mechanics, material men, and other persons as provided by law;
NOW, THEREFORE, we the undersigned Contractor and Surety, are held and firmly bound unto the City in the sum of ________________________________________ ($______________), this amount being not less than one hundred percent (100%) of the total Contract price, lawful money of the United States of America, for payment of which sum well and truly be made we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. In case suit is brought upon this bond, the Surety will pay a reasonable attorney’s fee to the City in an amount to be fixed by the court.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if said Contractor, its heirs, executors, administrators, successors, assigns, or subcontractor fails to pay: (1) for any work, materials, services, provisions, provender, or other supplies, or for the use of implements of machinery, used in, upon, for, or about the performance of the work to be done, or for any work or labor thereon of any kind; (2) for work performed by any of the persons named in Civil Code Section 9100; (3) for any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract; and/or (4) for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and/or its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety herein will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void.

This bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon the bond. Moreover, if the City or any entity or person entitled to file stop payment notices is required to engage the services of an attorney in connection with the enforcement of this bond, each shall be liable for the reasonable attorney's fees incurred, with or without suit, in addition to the above sum.

Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of such change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder.

01172.0001 2172749.1 7/29/2026
Executed on , 20____.

PRINCIPAL
(Seal if Corporation) By
Title
(Attach Acknowledgment of Authorized Representative of Principal) Any claims under this bond may be addressed to:
(name and address of Surety)
(name and address of Surety's agent for service
of process in California, if different from above)
(telephone number of Surety's agent in
California)
(Attach Acknowledgment)
SURETY
By
(Attorney-in-Fact)
NOTICE:

No substitution or revision to this bond form will be accepted. Sureties must be authorized to do business in and have an agent for service of process in California. Certified copy of Power of Attorney must be attached.

WORKERS COMPENSATION INSURANCE CERTIFICATE
Description of Contract: City of La Cañada Flintridge
Project: _____________________________________________
Type of Insurance: Workers' Compensation and
Employers' Liability Insurance
THIS IS TO CERTIFY that the following policy has been issued by the below-stated company in conformance with the requirements of Article 5 of the Contract and is in force at this time, and is in a form approved by the Insurance Commissioner.

The Company will give at least 30 days' written notice to the City and Engineer/Architect prior to any cancellation of said policy.

POLICY NUMBER EXPIRATION DATE LIMITS OF LIABILITY
Workers' Compensation:

Statutory Limits Under the Laws
of the State of California
Employers' Liability:
$_________________ Each Accident
$_________________ Disease - Policy Limit
$_________________ Disease - Each Employee
Named Insured (Contractor) Insurance Company
Street Number Street Number
City and State City and State
By
(Company Representative)
(SEE NOTICE ON NEXT PAGE)

Insurance Company Agent for Service
of Process in California:

Name
Agency
Street Number
City and State
Telephone Number
This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend, or alter the coverage afforded by the policy listed herein.

This is to certify that the policy has been issued to the named insured for the policy period indicated, notwithstanding any requirement, term, or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policy described herein is subject to all the terms, exclusions, and conditions of such policy.

NOTICE:

No substitution or revision to the above certificate form will be accepted. If the insurance called for is provided by more than one insurance company, a separate certificate in the exact above form shall be provided for each insurance company.

ADDITIONAL INSURED ENDORSEMENT

COMPREHENSIVE GENERAL LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The
(“Public Agency”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereof. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard

to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to Public Agency at:

City Manager, City of La Cañada Flintridge, One Civic Center Dr., La Cañada Flintridge, California 91011.

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY

11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Contractual Liability □ Explosion Hazard
□ Owners/Landlords/Tenants □ Collapse Hazard
□ Manufacturers/Contractors □ Underground Property Damage □ Products/Completed Operations □ Pollution Liability
□ Broad Form Property Damage □ Liquor Liability
□ Extended Bodily Injury □
□ Broad Form Comprehensive □
General Liability Endorsement □

12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except:
(if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

13. This is an □ occurrence or □ claims made policy (check one).

14. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .
(signatures on following page)

I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)

ADDITIONAL INSURED ENDORSEMENT

AUTOMOBILE LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The
(“Public Agency”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard

to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to Public Agency at:

City Manager
City of La Cañada Flintridge
One Civic Center Dr.

La Cañada Flintridge, California 91011

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY

11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Any Automobiles □ Truckers Coverage
□ All Owned Automobiles □ Motor Carrier Act
□ Non-owned Automobiles □ Bus Regulatory Reform Act
□ Hired Automobiles □ Public Livery Coverage
□ Scheduled Automobiles □
□ Garage Coverage □

12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except: (if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

13. This is an □ occurrence or □ claims made policy (check one).

14. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number:
_________.
(signatures on following page)

I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 2026
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)

ADDITIONAL INSURED ENDORSEMENT

EXCESS LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The
(“Public Agency”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought, except with respect to the limits of the Company's liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to Public Agency at:

City Manager
City of La Cañada Flintridge
One Civic Center Dr.

La Cañada Flintridge, California 91011

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY
□ Following Form
□ Umbrella Liability
□

11. Applicable underlying coverages:

INSURANCE COMPANY POLICY NO. AMOUNT

12. The following inclusions, exclusions, extensions or specific provisions relate to the above coverages:

13. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except:
(if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

14. This is an □ occurrence or □ claims made policy (check one).

15. This endorsement is effective on at 12:01 a.m. and forms a part of ________________.

(signatures on following page)
I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 2026
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)

CITY OF LA CAÑADA FLINTRIDGE

VICINITY MAP
LEGEND
SHEET NO. DESCRIPTION

SHEET INDEX
CHECKED BY:

DESIGNED BY:

DRAWN BY: REVISIONS

MARK DATE DESCRIPTION BY CHECKED APPROVED
CITY OF LA CAÑADA FLINTRIDGE

PUBLIC WORKS DEPARTMENT
PROJECT:

LIMITS:

BUDGET ACCOUNT NO.: SCALE: SHEET
DWG.

NO.

OF USER: MJimenez FILE: W:\WE-CA\La Canada Flintridge, City of\114909 LCF Foothill at Indiana HAWK\900-PS&E\901-Plans\PL-TITLE.dwg DATE: Aug 31, 2026 - 3:53pm 3 2 1 0 IS IN INCHES RELATIVE BORDER SCALE

IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES
A DIG ALERT IDENTIFICATION NUMBER ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER

CALL UNDERGROUND SERVICE ALERT, TOLL FREE
1-800- 227-2600 (811) TWO WORKING DAYS BEFORE YOU DIG. CIP 31-2608 9 AS-BUILT

TITLE SHEET
XXXX
DATE:

PROJECT ENGINEER
MIGUEL A. OBREGON
RCE 96819
MJ/BR

MJ/BR BID SET
MO/MC
AGENCY CONTACT:

G G
O O O
FH
(1456.00)

PEDESTRIAN CROSSING TRAFFIC SIGNAL (HAWK)

AT FOOTHILL BOULEVARD AND INDIANA AVENUE
CONTRACT: 25/26-05
HSIPSL-5417(029)

ABBREVIATIONS
REGISTRATION EXPIRES 12/31/2026
MAGED EL-RABAA, P.E.

DIRECTOR OF PUBLIC WORKS, R.C.E. 45655
APPROVED:

DATE
6''W
CI
CITY CYPRESS DR. ELCAMINO CORTE

COLMENA
FAIRHURST DR.

CROSS HOBBS WOODLEIGH

BAPTISTE WAY BEL AIRE DR CAROLI

REVLON ALMINAR

MANISTEE

RAVISTA ORCHARD

LOMBARDY
RICHEY

GEORGIAN RD

CHEVY CHASE DR HIGHLAND

HILLCREST
210 FREEWAY

DR STONEGLEN AVE WALMAR AV OAKWOOD

STREET SPRINGHAVEN
LANE

FALLHAVEN

STREET VALLEY CREST

KNIGHT WY

VISTA DR GOULD AV
LN

LANDMARK

LYNNHAVEN LN

DELINDA LN

FLANDERS WILADONDA DR CHEHALEM RD MILMADA DR CORAL WYPARKMAN DR SALISBURY RD RD HOOKTREE INDIANOLA WY

WY GROVEVIEW LN

DURWOOD DR

DE NOVA ST HOUSEMAN ST

CRAIG AVEKNOLL AVE ORANGE

LA PORTE DR ST HOUSEMAN AVE
Reservoir
Reservoir
Reservoir
Reservoir
Reservoir
Reservoir
Water Tanks
Tanks Water
Tanks Water
Tanks Water
Water Tank
Tank Water
Tank Water
Tank Water
Basin Debris
Basin Debris
Basin Debris Basin Debris
Basin Debris
ST
ST
ST
Sch
Sch
Sch
Sch
Frankin Sch
Sacred Heart Sch
Audubon Sch
Oak Grove Ranger Sta
Gravel Pit
Fire Sta St Bede Sch St Francis High Sch Oak Grove Sch
La Canada High Sch
Gaging Station
SPILLWAY BM X 1110
CROSBY
Jackson
Five Acres Sch Res Devils Gate
1031
X BM

MONTANA
of the Sacred Heart Flintridge Academy
Debris Dam
Station Gaging

FIGUEROA
Gaging Station
X
Plant Filtration
Res
BM
1091
X
(JET PROPULSION LABORATORY) CALIF INTITUTE OF TECHNOLOGY X

BOUNDARY
Station Gaging
X
X
X
Tanks Water
FOREST
Sch For Boys
Flintridge
Sta Fire
PO
1334
Paradise Canyon
Subtation
Station Angeles Crest Falls
Res WT
Sch Palm Crest

WT FOREST
Tank Water
RD

FLANDERS
La Canada Sch
Foothill BLVD

GARDENS DESCANSO
Fire Sta
Park Glenhaven
YMCA
LYANS
PO
Debris Basin
WT
CROSS
AVE

EL MORENO ST
AVE

TEASLEY

JANET LEE DR

ROCKDELL WT
PARK
Spring
Res
Lookout Tower Cerro Negro WT
x
x
Tanks Water GOULD AVE AVE AVE AVE AVE AVE SPARR

VALLEY RD

CORPORATE

FIGUEROA
DR

CATHERINE

INVERNESS DR
AVE

FLINTRIDGE WOODLEIGH

FOXWOOD RD
DOVER
RD

BERKSHIRE

HIGHLAND DR
DR

INVERNESS RD

VERDUGO
CANYON
AVE

CHANNEL
BLVD
DR
Eagle
Goss
Canyon
Canyon

BLVD VIEW
OCEAN

FREEMAN AVE
CASTLE
RD
Snover
Webber
Canyon
Halls
Beckley
Canyon
Canyon
Winery
Hay
Canyon

PASADENA
Pickens
AVE

EARLMONT AVE
GRANT
LANE
RD

ANNE PRINCESS

CORPORATE NATIONAL
PAULETTE Paradise
CanyonBLVD

FOOTHILL
BLVD
AVE
STAR
LIGHT

CREST LANE
Gould
Agua
Canyon
Nino
Canyon
Canyon
Pine
Arroyo
Canyon
Canyon
Fern
El

VENTURA
ROYCE
ST
ARROYO
Oak
Grove
Park CORP

FOOTHILL
VIRO
Seco
BDY
Canyon
AVE
MAR

CRE SC ENT

CHANNEL

DESCANSO DR

BERKSHIRE AVE

FREEWAY

PASADENA
AVE
CANADA

CANYON CREST
ARALIA
RD
RD
RISING
HILL

BOUNDARY
Grounds
Spreading AVE

CASITAS
AVE

PRIVATE
BDY
KNIGHT
La Canada Country Club AVE WINDSOR CORPORATE HARTER LA CANADA JARVIS CANYADA ALTA HILLARDPALM DR RDBLVD CASTLE VIEW

BRIGGSROSEMONT BEULAH COMMONWEALTH AVE DR OAKWOOD LN GOULD HAMPTON RD CROWN RD PASADENA ENCINAS ANGELES CREST HWY AVE S A N

R A F A E L

DR CHEVY CHASE DR
Canyon DR

A N G E L E S

N A T I O N A L F O R E S T
4 LANE 4 LANE
DR

GREEN LANE

VISTA DEL VALLE RD

EL VAGO
OLIVE
DR
ST

WT OAKWOOD
Briggs Terrace

CATHCARTALTA VISTA DR AVE
DR
PALM

TERRACE CT

ANGELES CREST HWY CONISHON AVE AVE AVE AVE
RD

CAMBRIDGE AVE

STRATFORD
DR

HAMPSTEAD
RD
GENERAL NOTES:

NTS 1
LEGEND

TITLE SHEET

FOOTHILL BOULEVARD AT INDIANA AVENUE

PEDESTRIAN CROSSING TRAFFIC SIGNAL (HAWK)
1182
PEDESTRIAN HYBRID SIGNAL GENERAL NOTES:

CITY OF LA CAÑADA FLINTRIDGE
R
E

GISTERED PROFESSIONAL ENGINEER

MAGED EL-RABAA

CIVIL STATE OF CALIFORNIA
No. 45655
EXP. 12/31/2026

CONSTRUCTION NOTES:

LEGEND:

CURB RAMP NOTES:

FOOTHILL BLVD 2
NOTES
MATTHEW C. CRIM
RCE 94393
BR
BR
MC

STREET IMPROVEMENT PLAN

PEDESTRIAN CROSSWALK TRAFFIC SIGNAL (HAWK)

INDIANA AVE

INDIANA AVE
CHECKED BY:

DESIGNED BY:

DRAWN BY: REVISIONS

MARK DATE DESCRIPTION BY CHECKED APPROVED
CITY OF LA CAÑADA FLINTRIDGE

PUBLIC WORKS DEPARTMENT
PROJECT:

LIMITS:

BUDGET ACCOUNT NO.: SCALE: SHEET
DWG.

NO.

OF USER: MJimenez FILE: W:\WE-CA\La Canada Flintridge, City of\114909 LCF Foothill at Indiana HAWK\900-PS&E\901-Plans\PL-ROAD-01.dwg DATE: Aug 31, 2026 - 3:35pm 3 2 1 0 IS IN INCHES RELATIVE BORDER SCALE

IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES
A DIG ALERT IDENTIFICATION NUMBER ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER

CALL UNDERGROUND SERVICE ALERT, TOLL FREE
1-800- 227-2600 (811) TWO WORKING DAYS BEFORE YOU DIG. CIP 31-2608 AS-BUILT 9 XXXX
DATE:

PROJECT ENGINEER BID SET
1182
UTILITY NOTES:

1424
1430
4+95 5+00 6+00
1428
1430
1440
4+95 5+00 5+75
1428
1430
1440
4+95 5+00 6+00
1428
4+95
CHECKED BY:

DESIGNED BY:

DRAWN BY: REVISIONS

MARK DATE DESCRIPTION BY CHECKED APPROVED
CITY OF LA CAÑADA FLINTRIDGE

PUBLIC WORKS DEPARTMENT
PROJECT:

LIMITS:

BUDGET ACCOUNT NO.: SCALE: SHEET
DWG.

NO.

OF USER: MJimenez FILE: W:\WE-CA\La Canada Flintridge, City of\114909 LCF Foothill at Indiana HAWK\900-PS&E\901-Plans\PL-DETAILS-02.dwg DATE: Aug 31, 2026 - 3:02pm 3 2 1 0 IS IN INCHES RELATIVE BORDER SCALE

IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES
A DIG ALERT IDENTIFICATION NUMBER ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER

CALL UNDERGROUND SERVICE ALERT, TOLL FREE
1-800- 227-2600 (811) TWO WORKING DAYS BEFORE YOU DIG. CIP 31-2608 9 AS-BUILT

TITLE SHEET
XXXX
DATE:

PROJECT ENGINEER
MIGUEL A. OBREGON
RCE 96819
MJ/BR

MJ/BR BID SET
MO/MC

PLAN AND PROFILE
3 FOOTHILL BLVD - AT INDIANA AVE 1182

PEDESTRIAN CROSSWALK TRAFFIC SIGNAL (HAWK)

FOOTHILL BLVD

INDIANA AVE

FOOTHILL BLVD

FOOTHILL BLVD

INDIANA AVE
NOTES

INDIANA AVE
MATTHEW C. CRIM
RCE 94393
BR
BR
MC

CHECKED BY:

DESIGNED BY:

DRAWN BY: REVISIONS

MARK DATE DESCRIPTION BY CHECKED APPROVED
CITY OF LA CAÑADA FLINTRIDGE

PUBLIC WORKS DEPARTMENT
PROJECT:

LIMITS:

BUDGET ACCOUNT NO.: SCALE: SHEET
DWG.

NO.

OF USER: MJimenez FILE: W:\WE-CA\La Canada Flintridge, City of\114909 LCF Foothill at Indiana HAWK\900-PS&E\901-Plans\PL-DETAILS.dwg DATE: Aug 31, 2026 - 3:02pm 3 2 1 0 IS IN INCHES RELATIVE BORDER SCALE

IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES
A DIG ALERT IDENTIFICATION NUMBER ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER

CALL UNDERGROUND SERVICE ALERT, TOLL FREE
1-800- 227-2600 (811) TWO WORKING DAYS BEFORE YOU DIG. CIP 31-2608 9 AS-BUILT

TITLE SHEET
XXXX
DATE:

PROJECT ENGINEER
MIGUEL A. OBREGON
RCE 96819
MJ/BR

MJ/BR BID SET
MO/MC
DETAIL SHEET 4
FOOTHILL BLVD - AT INDIANA AVE 1182

PEDESTRIAN CROSSWALK TRAFFIC SIGNAL (HAWK)
CONSTRUCTION NOTES:

FOOTHILL BLVD

INDIANA AVE

CHECKED BY:

DESIGNED BY:

DRAWN BY: REVISIONS

MARK DATE DESCRIPTION BY CHECKED APPROVED
CITY OF LA CAÑADA FLINTRIDGE

PUBLIC WORKS DEPARTMENT
PROJECT:

LIMITS:

BUDGET ACCOUNT NO.: SCALE: SHEET
DWG.

NO.

OF USER: MJimenez FILE: W:\WE-CA\La Canada Flintridge, City of\114909 LCF Foothill at Indiana HAWK\900-PS&E\901-Plans\PL-STRIPE-01.dwg DATE: Aug 31, 2026 - 3:01pm 3 2 1 0 IS IN INCHES RELATIVE BORDER SCALE

IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES
A DIG ALERT IDENTIFICATION NUMBER ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER

CALL UNDERGROUND SERVICE ALERT, TOLL FREE
1-800- 227-2600 (811) TWO WORKING DAYS BEFORE YOU DIG. CIP 31-2608 9 AS-BUILT

TITLE SHEET
XXXX
DATE:

PROJECT ENGINEER
MIGUEL A. OBREGON
RCE 96819
MJ/BR

MJ/BR BID SET
MO/MC

FOOTHILL BLVD
5 INDIANA AVE

FOOTHILL BLVD - AT INDIANA AVE

INDIANA AVE
30 MPH
LEGEND:

CONSTRUCTION NOTES (THIS SHEET ONLY):
1182

SIGNING AND STRIPING PLAN

PEDESTRIAN CROSSING TRAFFIC SIGNAL (HAWK)
DETAIL "A"
MO/FI
MJ/MO
MJ/MO

CHECKED BY:

DESIGNED BY:

DRAWN BY: REVISIONS

MARK DATE DESCRIPTION BY CHECKED APPROVED
CITY OF LA CAÑADA FLINTRIDGE

PUBLIC WORKS DEPARTMENT
PROJECT:

LIMITS:

BUDGET ACCOUNT NO.: SCALE: SHEET
DWG.

NO.

OF USER: MJimenez FILE: W:\WE-CA\La Canada Flintridge, City of\114909 LCF Foothill at Indiana HAWK\900-PS&E\901-Plans\PL-HAWK- Foothill Blvd - 01.dwg DATE: Sep 01, 2026 - 12:35pm 3 2 1 0 IS IN INCHES RELATIVE BORDER SCALE

IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES
A DIG ALERT IDENTIFICATION NUMBER ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER

CALL UNDERGROUND SERVICE ALERT, TOLL FREE
1-800- 227-2600 (811) TWO WORKING DAYS BEFORE YOU DIG. CIP 31-2608 9 AS-BUILT

TITLE SHEET
XXXX
DATE:

PROJECT ENGINEER
MIGUEL A. OBREGON
RCE 96819
MJ/BR

MJ/BR BID SET
MO/MC

FOOTHILL BLVD
6 INDIANA AVE

FOOTHILL BLVD - AT INDIANA AVE

INDIANA AVE
30 MPH
LEGEND:

CONSTRUCTION NOTES:
1182

TRAFFIC SIGNAL PLAN

PEDESTRIAN CROSSING TRAFFIC SIGNAL (HAWK)
MO/FI
MJ/MO
MJ/MO

1 6.22
3/4"
6 6.0
1" DRIP
SYM DESCRIPTION MANF. BODY NOZ. PSI RAD GPM/GPH
X X

NEW CONTROL VALVE INFORMATION
X X

IRRIGATION LEGEND

EXISTING CONTROL VALVE INFORMATION

IRRIGATION GENERAL NOTES

1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE OR AT THE LOCATION AS INDICATED ON PLAN.

IRRIGATION CONSTRUCTION NOTES
·
·
·
SEE SHEET 8 OF 8 FOR IRRIGATION

EQUIPMENT INSTALLATION DETAILS
CHECKED BY:

DESIGNED BY:

DRAWN BY: REVISIONS

MARK DATE DESCRIPTION BY CHECKED APPROVED
CITY OF LA CAÑADA FLINTRIDGE

PUBLIC WORKS DEPARTMENT
PROJECT:

LIMITS:

BUDGET ACCOUNT NO.: SCALE: SHEET
DWG.

NO.

OF USER: MJimenez FILE: W:\WE-CA\La Canada Flintridge, City of\114909 LCF Foothill at Indiana HAWK\900-PS&E\901-Plans\PL-LS-01.dwg DATE: Aug 31, 2026 - 3:37pm 3 2 1 0 IS IN INCHES RELATIVE BORDER SCALE

IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES
A DIG ALERT IDENTIFICATION NUMBER ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER

CALL UNDERGROUND SERVICE ALERT, TOLL FREE
1-800- 227-2600 (811) TWO WORKING DAYS BEFORE YOU DIG. CIP 31-2608 AS-BUILT 9

TITLE SHEET
XXXX
DATE:

PROJECT ENGINEER
MIGUEL A. OBREGON
RCE 96819
MJ/BR

MJ/BR BID SET
MO/MC

FOOTHILL BLVD

INDIANA AVE

EDISON PARK AND TRAIL
7 1182

BRYAN NGUYEN
RLA 4967
BN
BN

IRRIGATION PLAN

PEDESTRIAN CROSSING TRAFFIC SIGNAL (HAWK)
9

W
W P
P W
W
W P
P P
W P
P W
W
W
W
W
W
W
W
W
P
P
P W
W
P
P
W
W
SEE SHEET 7 OF 7 FOR SHRUB

PLANTING DETAILS

PLANTING LEGEND
GENERAL NOTES:

SYM BOTANICAL NAME COMMON NAME SIZE QTY REMARKS
SHRUB
HT. PLAN SP. WUCOLS
W P
CHECKED BY:

DESIGNED BY:

DRAWN BY: REVISIONS

MARK DATE DESCRIPTION BY CHECKED APPROVED
CITY OF LA CAÑADA FLINTRIDGE

PUBLIC WORKS DEPARTMENT
PROJECT:

LIMITS:

BUDGET ACCOUNT NO.: SCALE: SHEET
DWG.

NO.

OF USER: MJimenez FILE: W:\WE-CA\La Canada Flintridge, City of\114909 LCF Foothill at Indiana HAWK\900-PS&E\901-Plans\PL-LS-01.dwg DATE: Aug 31, 2026 - 3:40pm 3 2 1 0 IS IN INCHES RELATIVE BORDER SCALE

IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES
A DIG ALERT IDENTIFICATION NUMBER ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER

CALL UNDERGROUND SERVICE ALERT, TOLL FREE
1-800- 227-2600 (811) TWO WORKING DAYS BEFORE YOU DIG. CIP 31-2608 AS-BUILT 9

TITLE SHEET
XXXX
DATE:

PROJECT ENGINEER
MIGUEL A. OBREGON
RCE 96819
MJ/BR

MJ/BR BID SET
MO/MC

FOOTHILL BLVD

INDIANA AVE

EDISON PARK AND TRAIL

BRYAN NGUYEN
RLA 4967
BN
BN
8 1182

PLANTING PLAN

PEDESTRIAN CROSSING TRAFFIC SIGNAL (HAWK)

TYPICAL SECTION

CHECKED BY:

DESIGNED BY:

DRAWN BY: REVISIONS

MARK DATE DESCRIPTION BY CHECKED APPROVED
CITY OF LA CAÑADA FLINTRIDGE

PUBLIC WORKS DEPARTMENT
PROJECT:

LIMITS:

BUDGET ACCOUNT NO.: SCALE: SHEET
DWG.

NO.

OF USER: MJimenez FILE: W:\WE-CA\La Canada Flintridge, City of\114909 LCF Foothill at Indiana HAWK\900-PS&E\901-Plans\PL-LS-01.dwg DATE: Aug 31, 2026 - 3:41pm 3 2 1 0 IS IN INCHES RELATIVE BORDER SCALE

IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES
A DIG ALERT IDENTIFICATION NUMBER ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER

CALL UNDERGROUND SERVICE ALERT, TOLL FREE
1-800- 227-2600 (811) TWO WORKING DAYS BEFORE YOU DIG. CIP 31-2608 AS-BUILT 9

TITLE SHEET
XXXX
DATE:

PROJECT ENGINEER
MIGUEL A. OBREGON
RCE 96819
MJ/BR

MJ/BR BID SET
MO/MC

BRYAN NGUYEN
RLA 4967
BN
BN
2 1
3 PLAN
1 2
3 TRENCHING IN PLANTING AREA
1 NTS TYPICAL DRIP IRRIGATION LAYOUT

TRENCHING UNDER ROADWAY

TYPICAL LAYOUT

TYPICAL CROSS SECTION

DRIP ZONE CONTROL KIT OPERATION INDICATOR
LINE FLUSHING VALVE 36" MIN. 10"
6"
MIN. 12" 4" 4" 2" PER ELECTRICAL CODE 3" 24" MIN.
2 NTS 3
4 NTS 5 NTS 6 NTS 7 NTS
NTS

SHRUBS AND GROUNDCOVERS PLANTING
9 1182

LANDSCAPE INSTALLATION DETAILS

PEDESTRIAN CROSSING TRAFFIC SIGNAL (HAWK)
8 GATE VALVE NTS

City Council Agenda Report
Meeting Date: September 15, 2026
Subject: Resolution Amending the City’s Conflict of Interest Code and Rescinding Resolution No. 24-32, and Mandating Biennial Ethics Training for Designated Officials and Employees
Presenter: Tania Garcia, City Clerk
Proposed Action: Motion to adopt a resolution amending the City’s Conflict of Interest Code and rescinding Resolution No. 24-32, and mandating biennial ethics training for designated officials and employees
Environmental Impact: None
Fiscal Impact: None
Background:

The Political Reform Act mandates that local government agencies review their Conflict of Interest Codes every two years to ensure accuracy and make any necessary amendments to the designated positions and reporting categories.

Discussion/Analysis:

The Political Reform Act (California Government Code § 87306.5) requires every local government agency to review its Conflict-of-Interest Code (Code) of designated positions and reporting categories every two years to determine whether it is accurate or requires amendments.

Not later than July 1st of each even-numbered year, the Code reviewing body (the City Council) must direct its jurisdiction (i.e., City staff) to review its Code. By October 1st, a Local Agency Biennial Notice must be filed with the Code reviewing body indicating whether amendments are necessary.

On May 19th, the City Council directed staff to review the City’s Code for potential amendments.

Staff conducted a thorough review of the current Code, Resolution No. 24.32, and concluded that amendments were necessary. The proposed resolution involves the adoption of amended Appendix A, which specifically lists the officials and designated employees of the City required to file periodic statements of economic interests and the disclosure categories under which each official and employee is required to file.

It is recommended that the City Council approve the proposed resolution, which updates the titles of Deputy Directors to Assistant Directors, eliminates the position of City Engineer, and revises the title of Director of Public Works to Director of Public Works/City Engineer in the Code. This change aims to provide greater clarity.

Options:

1. Motion to adopt a resolution amending the City’s Conflict of Interest Code and rescinding Resolution No. 24-32, and mandating biennial ethics training for designated officials and employees; or

2. Defer action at this time; or

3. Receive and file report.

Recommendation:

Option No. 1 - It is recommended that the City Council take the following action(s): Adopt a resolution amending the City’s Conflict of Interest Code and rescinding Resolution No. 24-32, and mandating biennial ethics training for designated officials and employees.

Attachments:

1. Res 24-32 Amending Code

2. Reso 26-xx Amending Code

Resolution No. 24-32

CITY OF LA CAÑADA FLINTRIDGE
RESOLUTION NO. 24-32

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LA
CAÑADA FLINTRIDGE, CALIFORNIA, AMENDING THE CITY’S

CONFLICT OF INTEREST CODE AND RESCINDING
RESOLUTION NO. 22-36, AND MANDATING BIENNIAL ETHICS

TRAINING FOR DESIGNATED OFFICIALS AND EMPLOYEES
WHEREAS, the La Cañada Flintridge City Council previously adopted Resolution No. 18-25 adopting by reference the model Conflict of Interest Code set forth in Section 18730 of the California Code of Regulations; and
WHEREAS, the City Council now desires to update and amend the Conflict of Interest Code as set forth herein.

NOW, THEREFORE, the City Council of the City of La Cañada Flintridge does hereby find, determine, and declare as follows:

1. Resolution No. 22-36 is hereby rescinded.

2. The Political Reform Act, Government Code Section 81000, et. seq., requires State and local government agencies to adopt and promulgate Conflict of Interest Codes. The Fair Political Practices Commission has adopted a regulation, 2 Cal. Code of Regs., Section 1830, which contains the terms of a standard Conflict of Interest Code, which can be incorporated by reference, and which may be amended by the Fair Political Practices Commission to conform to amendments in the Political Reform Act after public notice and hearings. Therefore, the terms of 2 Cal. Code of Regs., Section 18730 and any amendments to it, duly adopted by the Fair Political Practices Commission, are hereby incorporated by reference and, along with the attached Appendix A, in which public officials and employees are designated and, Appendix B, in which disclosure categories are set forth, constitute the Conflict of Interest Code of the City of La Cañada Flintridge, which is considered the “agency” within the purview of this code.

3. Designated employees shall file their statements with the City Clerk, who shall be and perform the duties of filing officer for the City of La Cañada Flintridge. Statements will be available for inspection and reproduction pursuant to Government Code Section 81008.

4. City employees designated as filers under the Conflict of Interest Code are considered “designated employees” for the purposes of AB 1234, and thus, are required to participate in mandatory ethics training pursuant to California Government Code §§53234, et seq.

Docusign Envelope ID: EDBAE6CD-598D-4FD1-97F1-772A6FDA774D

Resolution No. 24-32

PASSED, APPROVED AND ADOPTED this 17th day of September 2022. __________________________
Michael T. Davitt, Mayor
ATTEST:
_____________________________
Tania Garica, City Clerk
APPROVED AS TO FORM:

ALESHIRE & WYNDER, LLP
______________________________
Adrian Guerra, City Attorney
Docusign Envelope ID: EDBAE6CD-598D-4FD1-97F1-772A6FDA774D

Resolution No. 24-32

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.

CITY OF LA CAÑADA FLINTRIDGE )
I, Tania Garcia, City Clerk of the City of La Cañada Flintridge, do hereby certify that the foregoing Resolution No. 24-32 was adopted at a regular meeting of the La Cañada Flintridge City Council held on the 17th day of September 2024, by the following vote of the City Council:

AYES: COUNCILMEMBERS: HOBSON, FOSSAN, EICH, BOWMAN, AND DAVITT NOES: COUNCILMEMBERS: NONE
ABSTAIN: COUNCILMEMBERS: NONE
ABSENT: COUNCILMEMBERS: NONE
Dated: September 17, 2024
_________________________
Tania Garcia, City Clerk
Docusign Envelope ID: EDBAE6CD-598D-4FD1-97F1-772A6FDA774D

Resolution No. 24-32

APPENDIX “A”

SCHEDULE OF DESIGNATED EMPLOYEES

POSITIONS DISCLOSURE CATEGORIES
Assistant City Attorney 1, 2
Deputy City Attorney 1, 2
Assistant City Manager 1, 2
City Clerk 1, 2
City Engineer 1, 2
Deputy Director of Community Development 1, 2, 3
Design Commissioner 1, 2, 5, 7
Director of Administrative Services 1, 2
Deputy Director of Administrative Services 1, 2
Director of Community Development 1, 2, 3
Director of Finance 1, 2, 4, 5, 6
Director of Public Works 1, 2
Division Manager 1, 2
Facilities & Maintenance Superintendent 1, 2, 5
Parks & Recreation Commissioner 2, 5, 7
Principal Planner 1, 2
Public Safety Coordinator 1, 2
Public Works Inspector 3, 6
Public Works & Traffic Commissioner 2, 5, 7
Traffic Engineer 1, 2
Senior Civil Engineer 1, 2
Senior Management Analyst I 1, 2
Docusign Envelope ID: EDBAE6CD-598D-4FD1-97F1-772A6FDA774D

Resolution No. 24-32

Senior Management Analyst II 1, 2
Senior Planner 1, 2
Senior Public Works Inspector 3, 6
Consultants* 1, 2, 3
The Mayor, Members of the City Council and Planning Commission, the City Manager, the City Attorney, the City Treasurer, and all Other City Officials who manage public investments as defined by 2 Cal. Code of Regs. § 18701(b), are NOT subject to the City's Code but are subject to the disclosure requirements of the Act. (Government Code Section 87200 et seq.). [Regs. § 18730(b)(3)]
_____________________________
*Consultants shall be included in the list of designated employees and shall disclose pursuant to the broadest disclosure category in the code subject to the following limitation:

The City Manager may determine in writing that a particular consultant, although a "designated position," is hired to perform a range of duties that is limited in scope and thus is not required to comply fully with the disclosure requirements described in this section. Such determination shall include a description of the consultant's duties and based upon that description, a statement of the extent of disclosure requirements. The City Manager's determination is a public record and shall be retained for public inspection in the same manner and location as this Conflict of Interest Code.

Docusign Envelope ID: EDBAE6CD-598D-4FD1-97F1-772A6FDA774D

Resolution No. 24-32

APPENDIX “B”

DISCLOSURE CATEGORIES
The disclosure categories listed below identify the types of investments, business entities, sources of income, or real property which the Designated Employee must disclose for each disclosure category to which he or she is assigned.

Category 1: All investments and business positions in, and sources of income from, business entities that do business or own real property within the jurisdiction of the City, plan to do business or own real property within the jurisdiction of the City within the next year or have done business or owned real property within the jurisdiction of the City within the past two (2) years.

Category 2: All interests in real property which is located in whole or in part within, or not more than two (2) miles outside, the jurisdiction of the City.

Category 3: All investments and business positions in, and sources of income from, business entities that are engaged in land development, construction or the acquisition or sale of real property within the jurisdiction of the City, plan to engage in such activities within the jurisdiction of the City within the next year or have engaged in such activities within the jurisdiction of the City within the past two (2) years.

Category 4: All investments and business positions in, and sources of income from, business entities that are banking, savings and loan, or other financial institutions.

Category 5: All investments and business positions in, and sources of income from, business entities that provide services, supplies, materials, machinery, vehicles or equipment of a type purchased or leased by the City and when the authorization to purchase, lease, acquire or make recommendations on such goods or services is within the scope of responsibilities of the Commission.

Category 6: All investments and business positions in, and sources of income from, business entities that provide services, supplies, materials, machinery, vehicles or equipment of a type purchased or leased by the Designated Employee's Department.

Category 7: All investments and business positions in, and sources of income from, business entities subject to the regulatory, permit, or licensing authority of the Commission, will be subject to such authority within the next year, or have been subject to such authority within the past two (2) years.

EXCEPTION: Designated Employees are not required to report mutual fund investments within the jurisdiction of the City.

Docusign Envelope ID: EDBAE6CD-598D-4FD1-97F1-772A6FDA774D

Resolution No. 24-326-xx

CITY OF LA CAÑADA FLINTRIDGE
RESOLUTION NO. 24-326-xx

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LA
CAÑADA FLINTRIDGE, CALIFORNIA, AMENDING THE CITY’S

CONFLICT OF INTEREST CODE AND RESCINDING
RESOLUTION NO. 22-36, AND MANDATING BIENNIAL ETHICS

TRAINING FOR DESIGNATED OFFICIALS AND EMPLOYEES
WHEREAS, the La Cañada Flintridge City Council previously adopted Resolution No. 18-25 adopting by reference the model Conflict of Interest Code set forth in Section 18730 of the California Code of Regulations; and
WHEREAS, the City Council now desires to update and amend the Conflict of Interest Code as set forth herein.

NOW, THEREFORE, the City Council of the City of La Cañada Flintridge does hereby find, determine, and declare as follows:

1. Resolution No. 22-3624-32 is hereby rescinded.

2. The Political Reform Act, Government Code Section 81000, et. seq., requires State and local government agencies to adopt and promulgate Conflict of Interest Codes. The Fair Political Practices Commission has adopted a regulation, 2 Cal. Code of Regs., Section 1830, which contains the terms of a standard Conflict of Interest Code, which can be incorporated by reference, and which may be amended by the Fair Political Practices Commission to conform to amendments in the Political Reform Act after public notice and hearings. Therefore, the terms of 2 Cal. Code of Regs., Section 18730 and any amendments to it, duly adopted by the Fair Political Practices Commission, are hereby incorporated by reference and, along with the attached Appendix A, in which public officials and employees are designated and, Appendix B, in which disclosure categories are set forth, constitute the Conflict of Interest Code of the City of La Cañada Flintridge, which is considered the “agency” within the purview of this code.

3. Designated employees shall file their statements with the City Clerk, who shall be and perform the duties of filing officer for the City of La Cañada Flintridge. Statements will be available for inspection and reproduction pursuant to Government Code Section 81008.

4. City employees designated as filers under the Conflict of Interest Code are considered “designated employees” for the purposes of AB 1234, and thus, are required to participate in mandatory ethics training pursuant to California Government Code §§53234, et seq.

Resolution No. 24-326-xx

PASSED, APPROVED AND ADOPTED this 15th day of September, 2026. __________________________
Jeanne K. Hobson, Mayor
ATTEST:
_____________________________
Tania Garcia, City Clerk
APPROVED AS TO FORM:

ALESHIRE & WYNDER, LLP

______________________________
Adrian Guerra, City Attorney

Resolution No. 24-326-xx

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.

CITY OF LA CAÑADA FLINTRIDGE )
I, Tania Garcia, City Clerk of the City of La Cañada Flintridge, do hereby certify that the foregoing Resolution No. 26-xx was adopted at a regular meeting of the La Cañada Flintridge City Council held on the 15th day of September, 2026, by the following vote of the City Council:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS: NONE
ABSTAIN: COUNCILMEMBERS: NONE
ABSENT: COUNCILMEMBERS: NONE
Dated: September 15, 2026

_________________________
Tania Garcia, City Clerk

Resolution No. 24-326-xx

APPENDIX “A”

SCHEDULE OF DESIGNATED EMPLOYEES

POSITIONS DISCLOSURE CATEGORIES
Assistant City Attorney 1, 2
Deputy City Attorney 1, 2
Assistant City Manager 1, 2
City Clerk 1, 2
City Engineer 1, 2
Deputy Assistant Director of Community
Development
1, 2, 3
Design Commissioner 1, 2, 5, 7
Director of Administrative Services 1, 2
Deputy Assistant Director of Administrative
Services
1, 2
Director of Community Development 1, 2, 3
Director of Finance 1, 2, 4, 5, 6
Director of Public Works/City Engineer 1, 2
Division Manager 1, 2
Facilities & Maintenance Superintendent 1, 2, 5
Parks & Recreation Commissioner 2, 5, 7
Principal Planner 1, 2
Public Safety Coordinator 1, 2
Public Works Inspector 3, 6
Public Works & Traffic Commissioner 2, 5, 7
Traffic Engineer 1, 2
Senior Civil Engineer 1, 2

Resolution No. 24-326-xx

Senior Management Analyst I 1, 2
Senior Management Analyst II 1, 2
Senior Planner 1, 2
Senior Public Works Inspector 3, 6
Consultants* 1, 2, 3
The Mayor, Members of the City Council and Planning Commission, the City Manager, the City Attorney, the City Treasurer, and all Other City Officials who manage public investments as defined by 2 Cal. Code of Regs. § 18701(b), are NOT subject to the City's Code but are subject to the disclosure requirements of the Act. (Government Code Section 87200 et seq.). [Regs. § 18730(b)(3)]
_____________________________
*Consultants shall be included in the list of designated employees and shall disclose pursuant to the broadest disclosure category in the code subject to the following limitation:

The City Manager may determine in writing that a particular consultant, although a "designated position," is hired to perform a range of duties that is limited in scope and thus is not required to comply fully with the disclosure requirements described in this section. Such determination shall include a description of the consultant's duties and based upon that description, a statement of the extent of disclosure requirements. The City Manager's determination is a public record and shall be retained for public inspection in the same manner and location as this Conflict of Interest Code.

Resolution No. 24-326-xx

APPENDIX “B”

DISCLOSURE CATEGORIES
The disclosure categories listed below identify the types of investments, business entities, sources of income, or real property which the Designated Employee must disclose for each disclosure category to which he or she is assigned.

Category 1: All investments and business positions in, and sources of income from, business entities that do business or own real property within the jurisdiction of the City, plan to do business or own real property within the jurisdiction of the City within the next year or have done business or owned real property within the jurisdiction of the City within the past two (2) years.

Category 2: All interests in real property which is located in whole or in part within, or not more than two (2) miles outside, the jurisdiction of the City.

Category 3: All investments and business positions in, and sources of income from, business entities that are engaged in land development, construction or the acquisition or sale of real property within the jurisdiction of the City, plan to engage in such activities within the jurisdiction of the City within the next year or have engaged in such activities within the jurisdiction of the City within the past two (2) years.

Category 4: All investments and business positions in, and sources of income from, business entities that are banking, savings and loan, or other financial institutions.

Category 5: All investments and business positions in, and sources of income from, business entities that provide services, supplies, materials, machinery, vehicles or equipment of a type purchased or leased by the City and when the authorization to purchase, lease, acquire or make recommendations on such goods or services is within the scope of responsibilities of the Commission.

Category 6: All investments and business positions in, and sources of income from, business entities that provide services, supplies, materials, machinery, vehicles or equipment of a type purchased or leased by the Designated Employee's Department.

Category 7: All investments and business positions in, and sources of income from, business entities subject to the regulatory, permit, or licensing authority of the Commission, will be subject to such authority within the next year, or have been subject to such authority within the past two (2) years.

EXCEPTION: Designated Employees are not required to report mutual fund investments within the jurisdiction of the City.

City Council Agenda Report
Meeting Date: September 15, 2026
Subject: Approval of Professional Services Agreement with Willdan Financial Services for a Comprehensive User Fee Study and Cost Allocation Plan
Presenter: Terry Kim, Director of Finance
Proposed Action: Motion to: (i) Authorize the City Manager to execute a Professional Services Agreement with Willdan Financial Services for a Comprehensive User Fee Study and Cost Allocation Plan in an amount not to exceed $41,325; and (ii) Approve a budget amendment of $41,325 from the General Fund
Environmental Impact: Not applicable.

Fiscal Impact: The agreement is not-to-exceed $41,325. Funding was not included in the FY 2026-27 adopted budget; therefore, a budget amendment of $41,325 from the General Fund under 01-10-6061 is needed Discussion/Analysis:

The City maintains a Master Schedule of Fees for various services provided to residents, businesses, developers, and other users. While the City has periodically adjusted individual fees, it has been many years since the City completed a comprehensive review of the actual cost of providing these services. Over time, staffing levels, salaries and benefits, operating costs, technology, service delivery methods, and regulatory requirements have changed. As a result, some existing fees may no longer reflect the current cost of providing the related services, and the City may be recovering either more or less than the appropriate amount.

In addition, the City does not currently maintain a comprehensive Cost Allocation Plan that identifies and distributes Citywide administrative and overhead costs to the departments and programs that receive those services. These indirect costs are an important component of determining the full cost of providing City services. A Comprehensive User Fee Study and Cost Allocation Plan will provide an updated and consistent methodology for determining the full cost of services, evaluating current cost recovery levels, and supporting future updates to the City’s Master Schedule of Fees. The study will also provide the City Council with information to determine where full cost recovery is appropriate and where continued General Fund support may be warranted based on broader community benefit or policy considerations.

Staff received and reviewed four proposals from firms experienced in municipal user fee and cost allocation studies. The proposals were evaluated based on scope of services, qualifications and experience, proposed cost, and overall value to the City.

Consultant Scope Cost
Matrix Consulting Group User Fee Study $30,000
Willdan Financial Services User Fee Study + Cost Allocation Plan $41,325 ClearSource Financial Consulting User Fee Study + Cost Allocation Plan $44,280 NBS User Fee Study + Cost Allocation Plan $78,734
Matrix Consulting Group submitted the lowest-priced proposal; however, its scope is limited to a User Fee Study and does not include preparation of a separate comprehensive Cost Allocation Plan.

Of the three firms proposing both components, Willdan submitted the lowest-cost proposal at $41,325. Willdan’s proposed scope includes development of a Citywide Cost Allocation Plan, calculation of fully burdened hourly rates and the full cost of fee-supported services, evaluation of current cost recovery levels, comparison of selected fees with comparable jurisdictions, and recommendations for potential fee adjustments. The study will also provide models that City staff can use to help maintain and update fees in future years.

Willdan has extensive experience conducting similar studies for California municipalities, including South Pasadena, Duarte, Los Alamitos, Brea, Irvine, and other agencies. The City has also previously worked with the Willdan organization on financial and engineering-related services, providing Willdan with familiarity with the City’s operations and organizational structure.

Based on Willdan’s comprehensive scope, competitive cost, municipal experience, and prior experience with the City, staff determined that Willdan provides the best overall value for the project.

The study will provide an objective basis for evaluating whether current fees appropriately recover the cost of services. Where appropriate, improved cost recovery may reduce the amount of General Fund resources used to subsidize services that primarily benefit individual applicants or users. The study itself will not change any City fees. Any recommended fee adjustments will be presented separately to the City Council for consideration.

Options:

1. Authorize the City Manager to execute an agreement with Willdan Financial Services in an amount not to exceed $41,325 and approve the related budget amendment; or

2. Provide further direction to staff.

Recommendation:

Option No. 1 – Staff recommends that the City Council authorize the City Manager to execute a Professional Services Agreement with Willdan Financial Services in an amount not to exceed $41,325 and approve a budget amendment of $41,325 from the General Fund.

Attachments:

1. Willdan - City of La Canada Flintridge CAP UF Proposal

2. Budget Amendment Willdan