Milpitas City Council
May 5, 2026

38077.00180\29080232.9 -217- E-08 RUBBERIZED HOT MIX ASPHALT (GAP

GRADED)

The Contractor will use any means necessary to compact the RHMA -G material to 92.0 to 96 percent of the theoretical maximum specific gravity. The Contractor will submit to the Agency, in writing, the compaction method to be used at least 5 days prior to placing any RHMA-G material.

At the option of the Agency, spread sand at a rate between 1 and 2 lbs/sq yd on new RHMA -G pavement when finish rolling is complete. Sand must be free of clay and organic matter. Sand must comply with Section 90 -1.02C(3) of the current Caltrans Standard Specifications. Keep traffic off the pavement until spreading of the sand is complete.

3.4 PAVEMENT SMOOTHNESS
The Contractor will produce an RHMA-G pavement where the surface has a uniform appearance and texture, free from any humps or bumps, and free from segregation. The RHMA-G pavement shall be true to grade and cross section. When a 10 -foot straightedge is l aid on the finished surface parallel to the centerline of the roadway, the finished surface shall not vary from the edge of the straightedge more than 1/8 inch, except at intersections or at changes of grade. Any areas that are not within this tolerance shall be brought to grade immediately following the initial rolling.

If the RHMA-G has cooled below the lower limits of the spreading temperatures prescribed in this specification, the surface of the pavement shall be brought to a true grade cross section. The RHMA-G in the area to be repaired shall be removed, by cold milling, to provide a minimum laying depth of 1 inch, or 2 times the maximum aggregate size, whichever is greater, of the new pavement at the join line. Repairs shall not be made to the pav ement surface by tampering the thickness at the join lines.

Whenever compaction of the RHMA-G is complete, place all permanent traffic stripes, pavement markings, crosswalks, stop bars, and raised pavement markers as shown in the Plans or project Specifications. Placement of all pavement markings and raised paveme nt markers shall be completed within 10 calendar days after compaction of the RHMA-G. Protect newly placed traffic stripes and pavement markings from traffic and other deleterious activities until the paint is thoroughly dry or the thermoplastic is hard enough to bear traffic.

3.5 AGENCY ACCEPTANCE
The Agency reserves the right to refuse to permit the use of material solely on the basis of a Certificate of Compliance, except for the asphalt modifier and crumb rubber modifier. The contractor shall allow the Agency or their designee access to observe any and all QC testing being performed. The Contractor must inform the Agency or their designee of the time and location that all QC testing will be performed. Contractor shall deliver samples of materials used to the Agency or permit the Agency or their designee access to obtain samples from any stockpiles or facilities used to store or produce materials used in the RHMA -G upon request at any time during construction. Agency reserves the right to have such materials tested by an independent laboratory for compliance with the requirements in Section 2 for acceptan ce purposes.

3.6 CLEAN UP / CONTROL OF MATERIAL TRACKED FROM PROJECT It is the intent of this specification is to minimize the tracking and depositing of RHMA-G and tack beyond the limits of the paved areas of the project.

Windrow paving shall be performed in such a manner as to minimize the pickup and subsequent tracking of material beyond the limits of the area being paved in each shift. Suggested methods

38077.00180\29080232.9 -218- E-08 RUBBERIZED HOT MIX ASPHALT (GAP

GRADED)

include avoiding truck traffic over the windrow, skirting of truck bumpers and undercarriages to minimize adherence of RHMA -G, windrow sizing to minimize contact with subsequent haul vehicles, or such other means that provide for delivery and placement in conformance with these specifications without resulting in objectionable tracking of material.][A full -time pick-up broom shall be provided whose operation is dedicated to the removal of any and all material deposited beyond the limits of the area to be paved in each shift. It is the intent of this specification to remove any material tracked or otherwise deposited beyond the paving limits before it adheres to the adjacent paved or other surfaces.] [One or more dedicated truck clean out areas shall be identified and used for each paving location. Such areas shall meet with the approval of the Engineer and be obtained with written authorization for use from the owner of the property prior to use. Trucks shall proceed to the clean out area immediately after depositing the RHMA-G in the paver hopper, material transfer device, or windrow. All material adhering to the exterior of the truck shall be removed before the truck leaves the clean out area in such a manner that no material is subsequently deposited on the haul route. The use of any solvents or release agents shall be subject to the approval of the Engineer. The clean out area shall be maintained in a manner conforming to all stormwater and waste disposal regulations, may require the placement of a membrane under the clean out area prior to operations, and shall be returned to its original condition immediately upon cessation of paving operations utilizing the clean out area. Any RHMA-G or tack tracked onto adjacent paved or other surfaces shall be removed t o the satisfaction of the Engineer within 24 hours of completion of paving operations utilizing those adjacent surfaces, which shall be considered to include the entire truck haul route(s) between the project location(s) and the plant(s) supplying the RHMA -G. If the adjacent surfaces are not cleaned to the satisfaction of the Engineer within 24 hours, the Engineer reserves the right to employ City forces or an outside contractor to clean the area(s). If City forces are employed, liquidated damages in the amount of $500 per hour times the actual hours required to clean the area(s) will be deducted from monies otherwise due. If an outside contractor is employed, the actual costs for clean up will be deducted from monies otherwise due.

The costs for minimizing or otherwise controlling tracking and depositing and subsequent clean up of any materials shall be considered as included in the other items of work and no additional compensation will be provided therefore.

END OF SECTION

38077.00180\29080232.9 -219- E-09 BASE REPAIR

E-09 BASE REPAIR
PART 1 – GENERAL

1.1 GENERAL
a) Work shall consist of furnishing and placing asphalt concrete pavement section, removal and traffic marking and disposal of existing concrete and asphalt concrete pavement section to the lines, grades, and dimensions as shown on the Contract Drawings and as directed by the Engineer.

Asphalt concrete shall conform to the provisions of Section 39, “Asphalt Concrete”, of the State Standard Specifications and to these Technical Provisions. Aggregate Base shall conform to the provisions of Section 26, "Aggregtae Base", of the State Standard Specifications and to these Technical Provisions.

1.2 SUBMITTALS
a) The Contractor shall provide a Certificate of Compliance for Asphalt Concrete, Portland Cement Concrete, Traffic Marking, and other materials used under this Section in conformance with the requirements of the Contract Documents.
b) The Contractor shall provide an Asphalt Concrete mix design in compliance with the requirements of the Contract Documents. c) The Contractor shall submit Concrete Mix Design in conformance with State Standard Specifications and these Technical Provisions to the Engineer for review and approval 15 days prior to work. d) Contractor shall submit concrete Compressive Strength testing results in accordance with State of California Test Method No. 521 and 540. e) Contractor shall provide the Engineer with certified weight tickets furnished at the time of delivery to the inspector in the field. f) Contractor shall provide a submittal for Class 2 Aggregate Base (AB).

Contractor will coordinate with the City to provide a sample of AB to determine the compaction curve.

38077.00180\29080232.9 -220- E-09 BASE REPAIR

1.3 MATERIALS
a) Materials shall conform to Section E-07, “Hot Mix Asphalt (Type A)” and Section E-10 “Portland Cement Concrete Construction”. The Contractor shall hire a testing laboratory, approved by the City, to perform compaction testing for aggregate concrete in conformance with these Technical Provisions to the satisfaction of the City. The test results shall be submitted to the City for any paving. The Contractor shall be responsible for the cost of all testing. The Contractor shall provide a minimum of two compaction readings for each area of concrete placement as shown in the Contract Drawings and specified in this Technical Provision. The City’s Inspector shall determine, in the field, the location of the readings per each area.

1.4 PROCEDURES
a) Prior to beginning base repairs work, the Contractor shall conduct a field review of each base repair with the Engineer or Inspector. The Contractor shall layout base repairs per the dimensions shown on the plan and notify the Engineer when the layout is completed. The Engineer or Inspector and Contractor shall record the agreed dimensions for each base repair location. Size of the repairs shall not vary from this agreement unless specified in writing by the Engineer. Additional compensation shall not be allowed for base repairs in excess of the agreed size.
b) Any base repairs proposed in areas that require cold plane milling will be completed after cold plane milling. Base repair shall be completed within 5 working days from any cold plane milling. See section E-11 for Asphalt Concrete Grinding.
c) Where the remaining asphalt concrete section is less than one inch thickness, the first lift of asphalt concrete shall be placed the same shift. d) The Contractor shall remove existing asphalt concrete pavement and the underlying materials to a minimum dimensions and depth as shown on Contract Drawings and agreed upon by the Engineer by sawcutting or by grinding. Overcutting at the ends of sawcuts shall not be allowed. e) All edges shall be saw-cut or milled vertical in conformance to Technical Provision E-11, “Asphalt Concrete Grinding.” Exposed edges shall be protected against breakage with timbers or AC mix whenever a roller enters or leaves the reconstructed area.
f) The Contractor shall excavate around the frame and cover structure in a neat perimeter with a diameter not greater than necessary to remove and replace concrete collar. The top concrete collar shall be constructed to match the finish grade of the pavement. Frame and cover structures damaged during construction shall be replaced at Contractor’s expense.

Note that existing concrete collars may not conform to City Standard Details. Where existing concrete collars does not conform to City Standard Details, Contractor shall be responsible for constructing new collar per City Standard Details.

38077.00180\29080232.9 -221- E-09 BASE REPAIR

g) Contractor shall clean all AC debris and remove any and all tack oil from all structures.
h) Concrete collars shall be poured before 12 noon and shall be protected with steel trench plates until it can support traffic without damage, 3 days minimum.
i) If the frame or cover is unstable or noisy under traffic, the conditions shall be corrected by placing a coil of asphalt saturated rope, a plastic-type washer or asphaltic compounds approved by the Engineer, on the cover seat.
j) The Contractor shall make all arrangements for legally disposing of excavated materials.
k) The Contractor is allowed to safely close off the base repair work areas with water-filled barriers and or skid resistant steel plates if placement of asphalt concrete is to be installed in the same day by the end of the lane closure restrictions. If placement cannot occur in the same day, the asphalt concrete placement shall be installed the following day and the Contractor shall place skid resistant steel plates over base repair work zone.
l) Asphalt placement and the initial breakdown rolling shall occur at a minimum temperature of 255 degrees Fahrenheit. The asphalt concrete shall be placed and compacted to ninety five percent (95%) density and shall meet the elevation of the existing pavement contour without any depressions, humps, or other defects or poor workmanship. Areas inaccessible to rollers shall be compacted by use of a power compactor of the high impact, capable of attaining the same compaction as the rolled areas.
m) Relative compaction will be determined by California Test 375.

Laboratory specimens will be compacted in conformance with California Test 304. Contractor is responsible for providing QC testing for compaction. For frequency, testing, and inspection requirements, see Exhibit A. The Contractor shall hire a testing laboratory, approved by the City, to perform compaction testing for aggregate concrete in conformance with these Technical Provisions to the satisfaction of the City. The test results shall be submitted to the City for any paving. The Contractor shall be responsible for the cost of all testing. The Contractor shall provide a minimum of two compaction readings for each area as shown in the Contract Drawings and specified in this Technical Provision.

The City’s Inspector shall determine, in the field, the location of the readings per each area.
n) Prior to the placement of the asphalt concrete, the Contractor shall apply a tack coat to all faces of the existing asphalt pavement. o) Hot Mix Asphalt for Base Repair may be placed in lifts of 3” thick or less. p) Potential to Encounter Paving Fabric and Concrete Slab:

38077.00180\29080232.9 -222- E-09 BASE REPAIR

All paving fabric and concrete slab removed as part of the base repair work shall become the property of the Contractor and shall be responsible to dispose of the material at a legal disposal site.
q) Traffic Markings:

Traffic Marking removed and/or damaged in conjunction with base repair work shall be replaced in kind in to match existing and conform to Techical Provision E-14, “Traffic Markings.” Compensation for removal and replacement of traffic markings shall be considered as included in the contract unit price paid for the various items of work and no additional compensation will be allowed.

1.5 MEASUREMENT AND PAYMENT
a) The contract price paid per Square foot for “Base Repair (4”, 5”,

5.5”,6” Thick) shall include full compensation for furnishing all labor, material, equipment, tools, and incidentals, and for doing all the work involved in furnishing and placing asphalt concrete, complete-in-place, including removing asphalt concrete or aggregate, hauling and disposal of excavated materials, furnishing and placing water-filled barriers or steel plates, cold plane milling, staged construction, temporary conforms, final and temporary traffic striping, markings and markers, tack coats, and paint binders, as specified in Contract Drawings, State Standard Specifications and these Technical Provisions, and as directed by the Engineer and no additional compensation shall be allowed therefore.

Limits of the base repairs shall be marked in the field and agreed upon by the Engineer and no additional compensation shall be made for materials placed outside of these limits marked.

PART 2 – (NOT USED)
PART 3 – (NOT USED)

END OF SECTION

38077.00180\29080232.9 -223- E-10 GEOSYNTHETIC PAVEMENT INTERLAYER

E-10 GEOSYNTHETIC PAVEMENT INTERLAYER
PART 1 – GENERAL

1.1 GENERAL
Engineering fabrics shall conform to Sections 96 “Geosynthetics” of the 2025 State Standard Specifications and shall include pavement reinforcing fabric and light duty road stabilization fabrics. A Certificate of Compliance from the product manufacture for each type of engineering fabric used shall be furnished to the City Engineer.

Engineering fabrics shall be furnished in protective covers to shield against ultraviolet rays, abrasion, and water.

This work shall include furnishing all the labor, materials, tools and equipment necessary to place the engineering fabrics in accordance with the approved plans and these specifications.

1.2 SUBMITTALS
Submit manufacturer’s product data, certification of compliance, installation instructions, layout plan, and tack coat information for review prior to placement.

The geosynthetic pavement interlayer shown on the plans shall be Mirafi , Tensa r, Strata, or similar.

1.3 MEASUREMENT AND PAYMENT

a. The contract price paid per Square Yard for “Geosynthetic Pavement Interlayer (Paving Fabric) shall include full compensation for all labor, materials, tools, equipment, and work to install the fabric as shown on the plans, as specified in the Standard Specifications, the Special Conditions and these Technical Specifications, and as directed by the City Engineer.

PART 2 – (NOT USED)
PART 3 – (NOT USED)

END OF SECTION

38077.00180\29080232.9 -224- E-11 ASPHALT CONCRETE GRINDING

E-11 ASPHALT CONCRETE GRINDING
PART 1 – GENERAL

1.1 SUMMARY

Cold plane milling, including wedge grinding and conform grinding, shall be performed to the depth and dimensions of asphalt concrete and concrete pavement as designated on the Contract Drawings, these Technical Provisions, and as directed by the Engineer.

1.2 WORK INCLUDED

Cold planing the existing asphalt concrete pavement to the depth shown.

1.3 SUBMITTALS

a. Contractor shall provide the Engineer with certified weight tickets for disposal of material at legal disposal site within 5 days of disposal. b. Contractor shall submit a Haul Route Plan to the Engineer for approval, 15 days prior to performing cold plane milling. Contractor shall provide all weight tags for pavement millings to be off-hauled to the Engineer at the end of each workday. (i) Quality control plan
(ii) Mix Design
(iii) Contingency plan

1.4 EQUIPMENT

a. The machine used for milling shall be specially designed and built for milling of bituminous pavements without the addition of heat, with the ability to plane Portland cement concrete areas. The cutting drum shall be a minimum of 48” inches wide and shall be equipped with carbide-tipped cutting teeth placed in a variable lacing pattern to produce the desired finish. Wedge grinding shall be performed using machines equipped with a cutter head of no less than six feet (6’) in width and shall be operated so as not to produce fumes or smoke. The cold planing machine shall be capable of planing the pavement without requiring the use of a heating device to soften the pavement during or prior to the planing operation. The depth, width and shape of the cut shall be as indicated on the typical cross sections and/or details, and as directed by the Engineer. b. The machine shall be capable of being operated at speeds from 0 to 40 feet per minute. It shall be self-propelled and have the capability of spraying water at the cutting drum to minimize dust. The machine shall be capable of removing the material next to the gutter of the pavement being reconditioned and be designed so that the operator can at all times observe the milling operation without leaving the controls. The machine shall be adjustable for slope and depth and shall deep cut in one pass a maximum of three (3”) inches without producing fumes or smoke.

1.5 PROCEDURES
a. The surface of pavement after milling shall be uniformly rough grooved or ridged depth, width, length and shape of the milled areas shall be as indicated on the

38077.00180\29080232.9 -225- E-11 ASPHALT CONCRETE GRINDING

Contract Drawings and as directed by the Engineer. Locations on the Contract Drawings designated as “Conform” or “Limit of Work” are approximate and the Engineer shall verify actual locations in the field. After pavement removal, the Contractor shall clean and prepare existing surface for placement of new asphalt concrete.
b. Milling of existing asphalt concrete pavement shall be performed by the cold plane milling method. Milling of the asphalt concrete pavement shall not be done by the heater planing method.
c. The final cut shall result in a uniform surface conforming to the typical cross sections. The outside lines of the planed area shall be neat and uniform. Milling of asphalt concrete pavement operations shall be performed without damage to the adjacent surface to remain in place.
d. Planed widths of pavement shall be continuous except for intersections at cross streets where the milling shall be carried around the corners and through the conform lines. Following milling operations, a drop-off of more than 2 inches will not be allowed at any time between adjacent lanes open to public traffic. e. Where the remaining asphalt concrete section is less than one inch thickness, the first lift of asphalt concrete shall be placed the same shift. f. Any sections of asphalt that become loose after grinding shall be removed and disposed of by the Contractor at the Contractor’s expense. If grinding operations begins to pulverize the asphalt concrete to remain the Contractor shall notify the Engineer immediately. In locations where the grinding operation begins to pulverize the remaining asphalt concrete, the Contractor shall use a smaller grinder to prevent asphalt concrete damage.
g. The Contractor is notified that existing pavement fabric may be encountered in the areas to be ground. No additional compensation beyond the unit price bid for cold plane milling will be made to the Contractor based on the presence of fabric in pavement sections or the presence of existing asphalt above the lip of gutter. h. Additional profiling passes along minor streets may be required to correct isolated street anomalies as directed by the Engineer and no further payment will be made therefore.
i. Any base repairs proposed in areas that require cold plane milling will be completed after cold plane milling. Base repair shall be completed within 5 working days from any cold plane milling. See section E-09, “Base Repair”. j. Sweeping & Equipment - Refer to the Technical Provisions for project sweeping requirements. The Contractor shall furnish and operate a power pick-up broom sweeper before and after grinding operations to remove gravel and other debris from the roadway prior to opening to traffic. Sidewalks, gutters, driveways, and all other areas will require hand-sweeping. Power sweepers that don’t pick-up the material shall not be used.
k. The material planed from the roadway surface, including material deposited in existing gutters, driveways, around structures, or on the adjacent traveled way, shall be removed and disposed at a legal dumpsite at no additional compensation.

Material removal operations shall be concurrent with cold-plane milling operations and follow within 50 feet of the planer, unless otherwise directed by the Engineer. l. The Contractor shall furnish and operate a self-loading motor sweeper with spray nozzles for final clean-up work and shall keep the milled area cleaned and maintained at all times until the street has been resurfaced. m. Water Valve Boxes-City water valve boxes shall remain accessible to allow City staff to operate valves during an emergency. The Contractor shall not obstruct or

38077.00180\29080232.9 -226- E-11 ASPHALT CONCRETE GRINDING

bury City water valve boxes without prior approval by the Engineer. In no case shall water valve boxes be inaccessible for longer than 24 hours. n. Asphalt Temporary Tapers-Where transverse joints are milled in the pavement at conform lines, no drop-off shall remain between the existing pavement and the milled area when the pavement is opened to public pedestrian or vehicle traffic. In areas which have been cold milled or excavated where the offset equals or exceeds 3/8 inch, a temporary asphalt concrete taper shall be constructed before the pavement is to be opened to public traffic, including adjacent to curb ramps and driveways. Asphalt concrete for temporary tapers shall be placed to the level of the existing pavement and tapered on a slope of 1:12 (Vertical: Horizontal) or flatter to the level of the milled area.
o. Asphalt concrete for temporary tapers shall be of commercial quality meeting the requirements of these Technical Provisions, and Section 39 of the State Standard Specifications. It shall be spread and compacted by any method that will produce a smooth riding surface. Temporary asphalt concrete tapers shall be completely removed, including the removal of all loose material from the underlying surface, before placing the permanent surfacing. Operations shall be scheduled so that not more than 7 calendar days shall elapse between the time when transverse joints are milled in the pavement at the conform lines and the permanent surfacing is placed at the conform lines.

1.6 MEASUREMENT AND PAYMENT

b. The contract price paid per Square Yard for “Asphalt Concrete Grinding (2”,

2.5”, and 3”, 6”)” shall include full compensation for all labor, materials, tools, equipment, and disposing of ground material, complete in place as shown on the plans, as specified in the Standard Specifications, the Special Conditions and these Technical Specifications, and as directed by the City Engineer.

PART 2 – (NOT USED)
PART 3 – (NOT USED)

END OF SECTION

38077.00180\29080232.9 -227- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

E-12 PORTLAND CEMENT CONCRETE CONSTRUCTION
PART 1 – GENERAL

1.1 SUMMARY
a) Work shall consist of removal and disposal of existing concrete and the construction of curb and gutter, driveway, sidewalk, curb ramps, and utility frame concrete collars and shall conform to the Contract Drawings and the provisions in Section 15-1.03.B, “Removing Concrete,” Section 14-10.02, “Solid Waste Disposal and Recycling,” Section 40, “Concrete Pavement”, Section 52, “Reinforcement”, Section 73, "Concrete Curbs and Sidewalks" and Section 90, “Concrete” of the State Standard Specifications, the most current City of Milpitas Standard Drawing, these Technical Provisions and as directed by the Engineer.
b) Curb and gutter and sidewalk shall conform to the Contract Drawings and City Standard Drawing No.’s 410, and 427. Driveway shall conform to the Contract Drawings and City Standard Drawing No.’s 432 and 434. Curb Ramps shall conform to the Caltrans Standard Details and as modified by the Plans.
c) Coordinate with adjacent private property owners for access or repairs to damaged private property improvements.
d) This project is subject to the “Buy America” provisions of the Surface Transportation Assistance Act of 1982 as amended by the Intermodal Surface Transportation Efficiency Act of 1991.

1.2 SUBMITTALS

a) The Contractor shall submit Concrete Mix Design in conformance with State Standard Specifications and these Technical Provisions to the Engineer for review and approval 15 days prior to work.

b) The Contractor shall submit Certificate of Compliance for materials used under this Section in conformance with State Standard Specifications and these Technical Provisions at the time of delivery to the inspector in the field.

c) Contractor shall submit Certified Weight Tickets in conformance with State Standard Specifications and these Technical Provisions at the time of delivery to the inspector in the field.

38077.00180\29080232.9 -228- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

d) Contractor shall submit concrete Compressive Strength testing results in accordance with State of California Test Method No. 521 and 540. e) Contractor shall submit Compaction tests results of aggregate base in accordance ASTM D1557 and D2922.
f) Contractor shall submit Detectable Warning Surface cut sheet in conformance with Caltrans Standard Specifications and Details.

g) If the curb ramp and sidewalk does not conform to the Caltrans Standard Detail A88A due to site steepness and topography, Contractor shall notify the City and document any design exceptions.

1.3 MEASUREMENT AND PAYMENT
a) The contract price paid for Each for “Install Curb Ramp (Per Caltrans Standard Drawings) shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work to remove concrete, aggregate, asphalt, and install curb ramp, curb and gutter, asphalt paving, sidewalk and base, encompassing 4’ minimum of sidewalk, curb and gutter and base on each side of the new ramp up to the nearest score line or weakened plane joint or as shown on the plans, whichever is furthest, complete in place, including furnishing and placement of Class 2 aggregate base, curb and gutter, curb ramp, sidewalk and detectable warning surface, furnishing, placement, and removal of forming, furnishing and placement of asphalt concrete plug, furnishing and placement of asphalt concrete conform, sawcutting and removal of sawcut material, doweling into existing curb or sidewalk, excavation, subgrade preparation, hauling and disposal of all unsuitable aggregate base, asphalt concrete, concrete and material, compaction of aggregate base and subgrade, weakened plane joints and score lines, tree root removal and protection, coordination with the private property owner, compaction and compressive testing of subgrade, aggregate base, and concrete, existing surfaces restoration, tree root inspection, protection and removal, as shown on the Contract Drawings, the latest City of Milpitas Standard Drawings, as specified in the State Standard Specifications, and these Technical Provisions, and as directed by the Engineer and no additional compensation shall be allowed therefor. b) The contract price paid for Each for “Surface Applied Detectable Warning Surface” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work to install detectable warning surfaces complete in place, as shown on the Contract Drawings, the latest City of Milpitas Standard Drawings, as specified in the State Standard Specifications, and these Technical Provisions, and as directed by the Engineer and no additional compensation shall be allowed therefor.

38077.00180\29080232.9 -229- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

c) The contract price paid per Linear Foot for “Curb and Gutter Removal and Replacement (Beyond Ramp Limits)” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removal and replacement curb and gutter to the nearest joint, complete in place, including furnishing and placement of Class 2 aggregate base and concrete, furnishing, placement, and removal of forming, furnishing and placement of asphalt concrete plug, furnishing and placement of asphalt concrete conform, sawcutting and removal of sawcut material, doweling into existing curb or sidewalk, excavation, subgrade preparation, hauling and disposal of all unsuitable aggregate base, asphalt concrete, concrete and material, compaction of aggregate base and subgrade, weakened plane joints and score lines, tree root removal and protection, coordination with the private property owner, compaction and compressive testing of subgrade, aggregate base, and concrete, existing surfaces restoration tree root inspection, protection and removal,, as shown on the Contract Drawings, the latest City of Milpitas Standard Drawings, as specified in the State Standard Specifications, and these Technical Provisions, and as directed by the Engineer and no additional compensation shall be allowed therefor.
d) The contract price paid per Square Foot for “Sidewalk Removal and Replacement” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work to removing and installing concrete flatwork to the nearest joint, complete in place, including furnishing and placement of Class 2 aggregate base and concrete, furnishing, placement, and removal of forming, sawcutting and removal of sawcut material, doweling into existing curb or sidewalk, excavation, subgrade preparation, hauling and disposal of all unsuitable aggregate base, asphalt concrete, concrete and material, compaction of aggregate base and subgrade, weakened plane joints and score lines, tree root removal and protection, coordination with the private property owner, compaction and compressive testing of subgrade, aggregate base, and concrete, existing surfaces restoration, tree root inspection, protection and removal, as shown on the Contract Drawings, the latest City of Milpitas Standard Drawings, as specified in the State Standard Specifications, and these Technical Provisions, and as directed by the Engineer and no additional compensation shall be allowed therefor. e) No adjustment in the contract prices for “Curb and Gutter Removal and Replacement (Beyond Ramp Limits)” and “Sidewalk Removal and Replacement”, shall be made for increases or decreases of more than 25 percent of the quantities.

PART 2 – MATERIALS

38077.00180\29080232.9 -230- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

a) Portland Cement Concrete shall contain five hundred sixty-four (564) pounds (6 sacks) of Type II Portland cement per cubic yard in conformance to ASTM C150 and the provisions in Section 90, “Concrete” of the Standard Specifications. Concrete shall be proportioned and mixed to develop a minimum compressive strength of 3,000 pounds per square inch at 28 days. Concrete used for manhole and utility frame concrete collars shall have a minimum compressive strength of 4,000 pound per square inch at 28 days. The mix used for manhole and utility frame concrete collars shall contain 2 pounds of lampblack per cubic yard and shall not be mixed by hand, with a minimum of 6” of concrete containing lampblack. The edges of the concrete shall be flush with surrounding finish grade per City standard detail No. 230 with finished with a ½” rounding tool adjacent to the asphalt.
b) Aggregates for Concrete Mix shall be free from deleterious coatings, clay balls, roots, bark, sticks and other extraneous material and gradation shall be Combined Aggregate, in conformance to the provision in Section 90, “Concrete” of the Standard Specifications.
c) Reinforcing Steel shall be A36 steel, grade 60 in conformance to the provisions in Section 52, “Reinforcement,” of the Standard Specifications. d) Water shall be clean and free from oils and other deleterious material in conformance to the provision in Section 90, “Concrete” of the Standard Specifications.
e) Admixtures, accelerators, or retarders shall not be allowed without the approval of the Engineer unless required in the Contract Documents. If admixtures, accelerators, or retarders are approved, it shall be in conformance to the provision in Section 90, “Concrete” of the Standard Specifications.
f) Aggregate Base shall be Class 2 in conformance to the provision in Section 26, “Aggregate Bases,” of the State Standard Specifications, Contract Drawings, and the most current City Standard Drawings. g) Curing concrete methods and compounds shall be in conformance to the provision in Section 90, “Concrete” of the Standard Specifications. h) Adhesives for bonding new to existing concrete and dowels into drilled holes shall be in conformance to the provisions in Section 95, “Epoxy” of the Standard Specifications.
i) Asphalt Concrete Plug shall conform to section E-07 “Hot Mix Asphalt (Type A)” in these Technical Provisions.
j) Asphalt Concrete Conform shall conform to section E-07 “Hot Mix Asphalt (Type A)” in these Technical Provisions.

38077.00180\29080232.9 -231- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

k) Detectable Warning Surface shall be in conformance with the provisions of Section 73, “Concrete Curbs and Sidewalks” of the Standard Specifications. Detectable Warning Surfaces shall be a ‘wet-set’ system embedded into new concrete, unless otherwise approved by the Engineer.
l) Detectable warning surfaces shall be surface-applied panels installed in accordance with manufacturer specifications. Panels shall extend full width of ramp and 36 inches in depth. Install at back of curb and flush with adjacent concrete.
m) Root Barrier shall be in conformance to the provisions in Section 20, “Landscape” of the Standard Specifications.

PART 3 – EXECUTION
a) Contractor shall walk the site with the City's inspector and mark out the proposed concrete demolition and improvements limits of work and paint the mark ups for approval by the Engineer.

b) Contractor shall demolish existing features in accordance with Section 15 “Existing Facilities” of the State Standard Specifications and the following:

c) Remove existing pavements, structures, and site improvements that interfere with new construction

d) Backfill holes and depressions caused by removal of existing facilities.

e) Curb, curb and gutter, sidewalk, driveway, curb ramps and concrete pavement shall be removed at construction joints or expansion joints.

Coordinate removal limits with Engineer.

f) Facilities to be removed shall be cut straight, clean and square with a power-driven saw to a full depth before removing the surfacing.

Sawcutting shall be done on a neat line with a power-driven saw to an adequate depth to ensure a clean break, but no less than 2 inches, prior to removing the surfacing or other facility.

g) Subgrade Preparation shall be constructed true to grade and depth as indicated on the Contract Drawings. Prior to the placement of aggregate base, subgrade material shall have a minimum relative compaction of ninety percent (90%) as determined by test method ASTM D557 and 2922, shall be thoroughly moistened with water without ponding to the satisfaction of the Engineer, the City inspector shall approve and verify relative compaction of subgrade.

38077.00180\29080232.9 -232- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

h) Aggregate Base shall be placed on a prepared sub-grade true to grade and depth as indicated on the Contract Drawings.
i) Prior to the placement of concrete, Aggregate Base shall have a minimum of relative compaction of ninety-five percent (95%) as determined by test method ASTM D557 and 2922, shall be thoroughly moistened with water without ponding, to the satisfaction of the Engineer, the City inspector shall approve and verify relative compaction of aggregate base.
j) City inspection of relative compaction of aggregate base shall occur no more than 2 working days prior to concrete pour. The City reserves the right to reinspect the relative compaction of the aggregate base if conditions change between the dates of original inspection and concrete pour that may affect compaction, such as saturation or disturbance of the material.

k) Fixed Forms:
a. Forms shall be timber and have a smooth straight upper edge, true smooth surfaced on the side where concrete will be placed, and sufficiently rigid to withstand the pressure and tamping of fresh concrete without distortion. Timber forms shall be free from deformation.
b. Timber forms shall not be less than one and one-half (1-1/2") inches thick after being surfaced except on curb returns, horizontal curves, and vertical curves where benders or thin plank may be used. The bender or thin plank shall be not less than one- half inch (1/2") cleated together.
c. Forms shall be set carefully to alignment and grade and shall be held rigidly in place by stakes, spreaders, or clamps, and shall be braced so that no displacement will occur during the working of the concrete.
d. Sidewalk Forms shall be set with the upper edge true to line and grade, held rigidly in place by stakes placed on the outside of the forms, and set flush with the top edge of the form. The side forms shall not be removed less than twelve (12) hours after the finishing has been completed.

38077.00180\29080232.9 -233- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

e. Curb Forms shall be equal to the full depth of curb or gutter. Curb forms shall be set to true line and grade and conform to existing curb. Forms shall be held rigidly in place by stakes placed at intervals not to exceed four (4’) feet. The form on the front of the curbs shall not be removed less than two (2) hour after the concrete has been placed or while the concrete is sufficiently plastic to slump.
f. All forms shall be cleaned thoroughly and coated with a light oil.

l) Concrete Placement:

a. No concrete shall be placed until the forms and compaction of aggregate base have been checked and approved by the
Inspector.
b. No concrete shall be placed when the air temperature is below forty degrees Fahrenheit (40°F) or during rain.
c. Before placing concrete, the aggregate base or subbase shall be properly moistened with water, and the form faces shall be oiled. d. Concrete shall be placed and compacted in forms without segregation. After placing, the concrete shall be
consolidated/vibrated sufficiently to produce a dense mass, struck off, and floated. Final finishing operations shall not proceed until all bleed water has evaporated from the surface. Sprinkling of dry cement to absorb excessive surface moisture shall not be allowed. e. Concrete shall be placed continuously between joints and brought to the required grade and section as the work progresses.

Sidewalk and top of curb sections shall slope towards the street at a cross slope no greater than of 0.25 inch per foot (2% maximum slope) unless otherwise specified in the Contract Documents or directed by the Engineer. Sections not complying with said cross slope shall be removed and reconstructed as directed by the Engineer and at the Contractor expense.

f. Concrete placement against existing asphaltic concrete paving shall not be allowed unless approved by the Engineer.

g. When sidewalk and curb and gutter is adjacent to one another, it shall be poured monolithically unless directed otherwise by the Engineer.

38077.00180\29080232.9 -234- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

h. The area around utility poles, electroliers, wooden street sign posts, drop inlets and hydrants shall be blocked out during the initial placing of concrete.

i. All utility boxes of various types within the limits of work shall be placed at exact grade prior to placement of concrete.

m) Finishing: Fresh concrete shall be struck off and compacted until a layer of mortar has been brought to the surface. The surface shall be finished to grade with a float, troweled to a dense, hard, smooth finish with no rock pulls, and have a medium broom finish. The medium broom finish and texture of the concrete shall be approved by the Engineer. Concrete adjacent to weakened plane joints and scored lines shall be finished with an edger tool. Brooming of sidewalk and curb and gutter shall be transverse to the line of traffic and/or in the direction of flow. The finished surface shall be free from blemishes and not vary more than 0.01 foot from an eight-foot (8’) straight edge, except at grade changes or curves.

A water flow test will be required to detect depressions in the new gutter during finishing of the concrete.

a. Joints: Weakened plane joints shall be installed at each side of structures, at the ends of curb returns, and at locations specified in the Contract Documents. Weakened plane joints and score lines shall conform to the latest City of Milpitas Standards Drawings and Contract Drawings and be determined in the field and approved by the Inspector.

b. Contact Joints shall be used where concrete is to be poured adjacent to existing concrete or where cold joints are created due to breaks in the concrete pouring sequence.

c. Dowel: All new concrete improvements shall be doweled into the existing concrete. The dowels shall be reinforcing steel and drilled and imbedded into the existing concrete with epoxy in
conformance of the latest City of Milpitas Standards Drawings and Contract Drawings. Dowels shall be nine (9”) long, installed 12 inches on center and begin six inches from each saw cut edge of trench or opening.

d. Curing Concrete shall be cured by means of the impervious membrane method or cure compound.

e. Curing Compound: The surface of the concrete and forms shall be kept continuously moist for a period of 72 hours.

38077.00180\29080232.9 -235- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

f. Membrane Curing: The concrete pavement shall be cured with an approved coating of approved emulsions of paraffin or silicone applied in quantities to ensure a uniform protective coating on all surfaces and exposed edges. The application shall be made immediately upon the completion of the concrete pour and disappearance of the free surface moisture. In the event the application of the curing membrane is delayed, the concrete surface hall be moistened and kept damp, but care shall be taken that free surface moisture is not present when the curing compound is applied. After the membrane has been applied, care shall be taken that the surface film is kept intact and undamaged, and any section of the concrete surface damaged by rain or otherwise during the curing period (7 days) shall be retreated. g. Tolerance: The top and face of curb and gutter, sidewalk, and curb ramps shall not vary more than one-fourth inch (1/4”) from the edge of an eight feet (8’) straight edge when placed against the surface, except at grade changes or curves. The flowline of gutters shall be built and finished to allow continuous flow of water and shall be tested with water prior to initial concrete set so that it does not stand more than one-fourth inch (1/4”) deep at any location prior to final finishing. In no case will standing water be allowed in the flow line of the landing of a curb ramp. h. Sawcut: The existing concrete improvement shall be sawcut to the full depth where new concrete will conform to existing concrete.

The sawcut shall be done in such a manner that spalling and cracking of the existing concrete does not occur. All damaged existing concrete which is to remain in place shall be replaced at the Contractor’s expense.
i. Gutter width variations required to transition or to conform to existing curb and gutter conditions, or as directed by the Engineer, shall be included in the price paid per linear foot of curb and gutter and no additional payment will be made therefor.
j. Curb and Gutter construction shall take place prior to asphalt concrete work and conform to the latest City Standard Drawings in the Contract Drawings. Prior to saw cutting existing
concrete/asphalt concrete, the Contractor shall layout the limits of removal for new curb and gutter in the field. The layout shall be approved by the Engineer. Removal of existing curb and gutter shall extend to the nearest joint. Asphalt concrete plug shall be installed after completion of curb and gutter. New curb and gutter shall be doweled into the existing concrete in accordance with City Standard Details.

38077.00180\29080232.9 -236- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

k. Driveway construction shall take place prior to asphalt concrete work and shall conform to the latest City Standard Drawings in the Contract Drawings. Prior to saw cutting concrete/asphalt concrete, the Contractor shall layout the limits of removal for new driveway in the field. The layout shall be approved by the Engineer. Removal of existing driveway shall extend to the nearest joint. Asphalt concrete plug shall be installed after completion of driveway. New curb and gutter shall be doweled into the existing concrete in accordance with City Standard Details. l. Sidewalk construction shall take place prior to asphalt concrete work and shall conform to the latest City Standard Drawings in the Contract Drawings. Prior to saw cutting concrete/asphalt concrete, the Contractor shall layout the limits of removal for new sidewalk in the field. The layout shall be approved by the Engineer. Removal of existing sidewalk shall extend to the nearest joint. New sidewalk shall be doweled into the existing concrete in accordance with City Standard Details. Utility Marking - The letter "S" shall be stamped on the face of curb where the sanitary sewer laterals intersect the curb, and the letter "W" shall be stamped on the face of curb where the water services intersect the curb.
m. Curb Ramp Construction shall take place prior to asphalt concrete work and shall conform to the latest City Standard Drawings and Revised State Standard Plan as shown in Contract Drawings.

Prior to saw cutting concrete/asphalt concrete, the Contractor shall layout the limits of removal for new curb ramp in the field.

The layout shall be approved by the Engineer. Removal of existing curb ramp shall extend to the nearest sidewalk and curb and gutter joint. Work shall include the construction of the curb and gutter and sidewalk adjacent to the curb ramp and adjustment of utility boxes within the ramp. Asphalt concrete plug shall be installed after completion of the curb ramp.
n. The Contractor shall layout ramps in the field using whatever tools are required to ensure the finished product meets ADA
requirements.
o. Precast replaceable detectable warning surface shall be precast and set-in-place in wet concrete. Precast detectable warning surface shall be in conformance with the requirements established by the Department of General Services, Division of State Architect and be installed in conformance with the manufacturer's recommendations. The finish surfaces of the detectable warning surface shall be free from blemishes.

38077.00180\29080232.9 -237- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

p. The Contractor shall provide a temporary ADA compliant path of travel in the vicinity of the removed ramps and sidewalks, especially at intersections. The Contractor shall maintain this path of travel until the new ramps and sidewalks have been installed and are open for public use. No demo work of sidewalk or ramps shall occur the last working day prior to a weekend. It is the Contractor’s responsibility to plan and schedule work accordingly to maintain path of travel at all times.
q. Asphalt Concrete Plug shall occur after completion of concrete construction and removal of forms, and no sooner than 48 hours after concrete is poured. Asphalt concrete plug shall be a minimum of 12” wide from the new concrete or as noted on the plans. Prior to saw cutting concrete/asphalt concrete, the Contractor shall layout the limits of removal for asphalt concrete plug in the field. The layout shall be approved by the Engineer.

Full compensation for conformance to the provisions in this section shall be considered as included in the contract price paid for the associated driveway, curb and gutter, and curb ramp items of work involved, and no additional compensation shall be allowed. See specifications regarding asphalt concrete conform. r. Asphalt Concrete Conform: Where the elevation of new curb and gutter, including depressed curb at curb ramps and driveways, is below adjacent existing asphalt concrete elevation, the existing asphalt concrete shall be sawcut back to provide a smooth transition between existing asphalt and new construction. This horizontal distance shall be a minimum of 3’ wide measured from the lip of gutter towards the center of the street. The areas beyond the initial 12” width of the asphalt concrete plug shall be excavated and graded so as to provide for the placement of 6” minimum of asphalt concrete as directed by the Engineer.
n) Control of Material:
a. The Contractor shall hire a testing laboratory, approved by the City, to perform compaction testing for aggregate base in conformance with these Technical Provisions to the satisfaction of the City. The test results shall be submitted to the City. The Contractor shall be responsible for the cost of all testing. The Contractor shall provide a minimum of two compaction readings for each area of concrete placement as shown in the Contract Drawings and specified in this Technical Provision. The City’s Inspector shall determine, in the field, the location of the readings per each area.
b. The Contractor shall place concrete within 3 business days of compaction testing. The subgrade may require retesting if 3 business days elapses, or the subgrade is disturbed.

38077.00180\29080232.9 -238- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

c. The Contractor shall hire a testing laboratory, approved by the City, to perform sampling and compressive strength for concrete in conformance with these Technical Provisions to the satisfaction of the City. For each day when placement of concrete occurs, the Contractor shall take a minimum of two sets of concrete samples for a compressive strength test in accordance with State of California Test Method No. 521 and 540. The City’s Inspector will determine when the samples shall be taken for each day. The test results shall be submitted to the City. The Contractor shall be responsible for the cost of all testing.
d. Tree Roots Inspection and Removal: No cutting of any part of any tree, including roots, shall be performed without the approval and direct supervision from the City Arborist. When tree roots are exposed in construction work zone, a root inspection is required by the City’s Arborist to determine the necessary root protection or removal measures or tree removal. The Contractor shall notify the Engineer three working days prior to scheduling a root inspection.

Inspections are limited to Tuesday thru Thursday or based on availability. Prior to inspection, the Contractor shall have the tree roots fully exposed for the City Arborist to review within the limits of work. All work associated with the root protection or removal, including root barrier, shall be included in the bid price and no additional compensation shall be allowed therefore.
e. Tree Removal: If the City Arborist determines the tree shall be removed during the root inspection, the Contractor shall remove the tree and stump no later than the following shift. The stump shall be grounded out to twenty-four (24”) below adjacent ground level. Or Additionally, the contractor shall remove all surface and adjacent subsurface roots as may be necessary to eliminate “humps” or mounds in the right of way and adjacent to the stump.

All areas are to be left flat and meet original grade. The area will then be backfilled with clean, pulverized topsoil to the level of the adjoining grade.
o) Quality control on layout
a. The layout of sidewalks and ramps will be largely field fit.

Contractor will work with the county inspector to layout each corner, and to assure the following:
b. Positive drainage on each sidewalk and gutter profile c. 1.5% maximum cross slope in the pedestrian areas
d. Ramp slopes and lengths in conformance with State standards e. Lip of gutter grade to conform with adjacent existing pavement and sawcut line
p) Machine poured curbs will not be allowed unless called for on the plans.

38077.00180\29080232.9 -239- E-12 PORTLAND CEMENT CONCRETE

CONSTRUCTION

END OF SECTION

38077.00180\29080232.9 -240- E-13 ADJUSTMENT OF APPURTENANCES

E-13 ADJUSTMENT OF APPURTENANCES
PART 1 – GENERAL

1.1 GENERAL:
a) Work shall consist of adjusting existing frames and covers of manhole, water valve boxes, gas valve boxes, monument boxes, and any other utility structures to finished grade and replacing manhole frames and covers as directed by the Engineer, in accordance with the provisions in Section 15, “Existing Facilities,” of the Standard Specifications and these Technical Provisions; metal riser adjustment rings shall not be permitted. a) The work shall also include adjusting, relocating, or removing existing utility pipes, conduits, manholes, valves, and other related appurtances shown on the plans that interfere or conflict with the work, to ensure the required minimum clearances between utility lines and facilities are mantained. Any existing utility (including drainage facilities regardless of size or type) identified for removal shall be completely removed, and properly reconnected to the existing or new facilities shall be provided as directed by the City.
b) Any work required to remove, relocate, or disposal of existing utility facilities as need to complete the Work specified in the Contract Documents, which are not included in the Bid Schedule, shall be considered as included in the various items of work and no additional compensation shall be allowed.
c) Irrigation Facilities
i. Keep existing irrigation facilities in place that are described to be removed, relocated, or modified until the Engineer determines they are no longer needed.
ii. Maintain the existing water supply. If the existing water supply is interrupted for more than 3 consecutive days, provide an alternative water supply. Water the existing plants in the area irrigated from that water supply, including those maintained by the Department, as necessary to maintain healthy plant growth. iii. If you and the Department irrigate existing plants from the same water supply, furnish enough water to the Department for watering plantings on and off the highway as necessary to maintain a healthy condition through Contract acceptance.
iv. If you damage irrigation facilities not to be removed:

I. Remove and dispose of them.

II. Repair and replace damaged facilities within 10 days.

III. Use similar commercial-quality components from the same manufacturer or components that are compatible with the existing irrigation system if authorized.

38077.00180\29080232.9 -241- E-13 ADJUSTMENT OF APPURTENANCES

IV. After completing the repair or replacement of the facilities, perform an operational test in the presence of the Engineer. If you repair or replace the remote control valves, conduct the test with the irrigation controller in the automatic mode.

d) Notify the Engineer:
i. At least 4 business days before shutting off the water supply to any portion of the existing irrigation system
ii. Immediately after restoring the water supply to any portion of the existing irrigation system

1.2 SUBMITTAL:
a) The Contractor shall provide a Certificate of Compliance for Portland Cement Concrete, Traffic Marking, and other materials used under this Section in conformance with the requirements of the Contract Documents.
b) The Contractor shall submit Concrete Mix Design in conformance with State Standard Specifications and these Technical Provisions to the Engineer for review and approval 15 days prior to work. c) Contractor shall submit concrete Compressive Strength testing results in accordance with State of California Test Method No. 521 and 540. d) Contractor shall provide the City Engineer with certified weight tickets furnished at the time of delivery to the inspector in the field.

1.3 MATERIAL:
a) Existing water valve lid and box damaged during construction shall be replaced in kind. The Lid shall be stamped with the word “WATER” and traffic H-20 rated.
b) Existing recycle water valve lid and box damaged during construction shall be replaced in kind. The Lid shall be stamped with the word “RECYCLE WATER” and traffic H-20 rated.
c) Replacement frames and covers shall conform to the requirements of Milpitas Standard Specification S2.04 and applicable Standard Details. d) Materials shall conform to Section E-07, “Hot Mix Asphalt (Type A)” and Section E-12 “Portland Cement Concrete Construction”.

1.4 PROCEDURES:

38077.00180\29080232.9 -242- E-13 ADJUSTMENT OF APPURTENANCES

a) The Contractor shall excavate around the frame and cover structure in a neat perimeter with a diameter not greater than necessary to loosen, adjust the frame with the cover to grade and remove and replace concrete collar.
b) Adjustments of frames and covers shall be accomplished by removing and replacing concrete collar and installing new concrete adjusting rings to raise the frame. The top concrete collar shall be constructed to match the finish grade of the pavement. Frame and cover structures damaged during construction shall be replaced at Contractor’s expense. Note that existing concrete collars may not conform to City Standard Details. Where existing concrete collar does not conform to City Standard Details, Contractor shall be responsible for constructing new collar per City Standard Details.
c) Contractor shall establish at least two radius point markings indicating location of valves and distance from curb. Contractor shall also protect iron with top hats. Contractor is responsible for removing markings at conclusion of the job.
d) All existing frames and covers shall be accessible immediately after paving and raised within 48 hours of paving.
e) Contractor shall clean all AC debris and remove any and all tack oil from all structures.
f) Concrete collars shall be poured before 12 noon and shall be protected with steel trench plates until it can support traffic without damage, 3 days minimum.
g) False bottoms shall be installed in all storm and sewage structures prior to lowering and shall be removed immediately after the frame and cover is reinstalled.
h) If the frame or cover is unstable or noisy under traffic, the conditions shall be corrected by placing a coil of asphalt saturated rope, a plastic-type washer or asphaltic compounds approved by the Engineer, on the cover seat.
i) If City monuments are disturbed during the Work, monuments shall be reset per City Standards and State Regulations at the Contractor’s sole expense.

1.5 MEASUREMENT AND PAYMENT:

38077.00180\29080232.9 -243- E-13 ADJUSTMENT OF APPURTENANCES

a) The contract price paid for Each for “Adjust Water Valve Cover to Grade”, “Adjust Gas Valve Cover to Grade”, “Adjust Flushing Inlet Cover to Grade” and “Adjust Monument Cover to Grade” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in adjusting appurtenance to grade, complete in place, including field surveying, excavation, hauling and disposal of excavated materials, structure backfill, adjusting appurtenance and paving, removing existing concrete collars, lowering existing valve box/monument/manhole, providing a reference plan and re- adjusting to new grade, furnishing and placing new concrete collar, furnishing and placing water-filled barriers or steel plates, furnishing and placing false bottoms, dig-outs, cold plane milling, staged construction, temporary conforms, final and temporary traffic striping, markings and markers, tack coats, and paint binders, as specified in Contract Drawings, as specified in the Standard Specifications, these Technical Provisions, and as directed by the Engineer and no additional nor partial (full payment for item after adjustment has been completed to grade) compensation shall be allowed therefore.
b) The contract price paid for Each for “Adjust Storm Sewer Manhole Frame and Cover to Grade”, “Adjust Storm Drain Manhole Frame and Cover to Grade”, “Adjust Water Manhole Frame and Cover to Grade”, and “Adjust Storm Drain Drainage Inlet to Grade”,” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved adjusting appurtenance to grade, complete in place, including field surveying, excavation, hauling and disposal of excavated materials, structure backfill, adjusting appurtenance and paving, removing existing concrete collars, lowering existing valve box/monument/manhole, providing a reference plan and re-adjusting to new grade, furnishing and placing new concrete collar, furnishing and placing water-filled barriers or steel plates, furnishing and placing false bottoms, dig-outs, cold plane milling, staged construction, temporary conforms, final and temporary traffic striping, markings and markers, tack coats, and paint binders, as specified in Contract Drawings, as specified in the Standard Specifications, these Technical Provisions, and as directed by the Engineer and no additional nor partial (full payment for item after adjustment has been completed to grade) compensation shall be allowed therefore.

PART 2 – (NOT USED)
PART 3 – (NOT USED)

END OF SECTION

38077.00180\29080232.9 -244- E-14 TRAFFIC MARKINGS

E-14 TRAFFIC MARKINGS
PART 1 – GENERAL

1.1 SUMMARY
a) This work shall consist of furnishing and placing thermoplastic traffic stripes, pavement markings and roadside signs at the locations shown on Contract Drawings, in conformance with the provisions in Section 82, “Signs and Markers” and Section 84, "Markings," of the Standard Specifications, Standard Plans, the latest Manual on Uniform Traffic Control Devices, and these Technical Provisions and as directed by the Engineer.

1.2 SUBMITTALS
a) The Contractor shall provide a Certificate of Compliance for all traffic markings in conformance with the provisions in Section 84-2.01C “Submittals”, of the latest Standard Specifications
b) Lead Compliance Plan: Regulations containing specific Cal/OSHA requirements when working with lead include 8 CA Code of Regs § 1532.1.
c) Submit a plan:
i. 1. That documents your compliance program to prevent or minimize worker exposure to lead
ii. 2. Including the items listed in 8 CA Code of Regs § 1532.1(e)(2)(B) Sealed and signed by a CIH with knowledge of and experience complying with 8 CA Code of Regs
d) Allow 7 days for review. Obtain authorization for the plan before starting any activity that presents the potential for lead exposure. e) Before starting any activity that presents the potential for lead exposure to employees who have no prior training, including State employees, provide a safety training program to these employees that complies with 8 CA Code of Regs § 1532.1 and your lead compliance plan.
f) Submit copies of air monitoring or job site inspection reports made by or under the direction of the CIH under 8 CA Code of Regs § 1532.1 within 10 days after the date of monitoring or inspection. Supply personal protective equipment, training, and washing facilities required by your lead compliance plan for 5 Agency employees.
g) Contractor shall submit lane width measurements prior to the removal of any lane striping.

1.3 MATERIAL:

38077.00180\29080232.9 -245- E-14 TRAFFIC MARKINGS

a) Thermoplastic Material and Application:
i. Spreadable thermoplastic material shall be free of lead and chromium, and shall conform to PTH-02ALKYD of the Standard Specification. Sprayable thermoplastic material shall be free of lead and chromium, and shall conform to PTH-02SPRAY of the Standard Specification.
ii. Thermoplastic traffic stripes and pavement markings shall be equipped with enhanced wet-night visibility.
iii. Glass beads shall conform to the State Specification No. 8010- 004 (Type 2) for nighttime retro reflectance glass beads. iv. Thermoplastic pavement markings and traffic stripes for traffic lanes shall be applied at a minimum thickness of 2.0 mm and minimum application rate of 0.4 kg/m, based on a solid stripe of 100 mm width.
v. Thermoplastic material shall be applied to the pavement at a temperature between 177°C and 205°C, unless the manufacturer recommends a different temperature.
vi. Thermoplastic traffic stripes and pavement markings shall be free of runs, bubbles, craters, drag marks, stretch marks, and debris. vii. Thermoplastic traffic stripe for crosswalk and stop bar limit line shall be 12” wide.
b) Roadside Signage
i. Roadside Signage shall be in accordance with Section 82, “Signs and Markers”, of the Standard Specifications.
c) Green Bike Lane Marking:
i. The material must be a resilient light green color preformed thermoplastic product which contains a minimum of thirty percent (30%) intermixed anti-skid/anti-slip elements with a hardness range of 7-9 (Mohs scale), and where the top surface contains anti-skid/anti-slip elements with a hardness of 9 (Mohs scale). ii. The material shall be resistant to the detrimental effects of motor fuels, antifreeze, lubricants, hydraulic fluids, etc.
iii. The material shall be capable of being applied on bituminous and/or portland cement concrete pavements by the use of a handheld heat torch, and/or infrared heater.
iv. The material shall be capable of being applied to asphalt and Portland cement concrete surfaces without preheating the application surface to a specific temperature.

38077.00180\29080232.9 -246- E-14 TRAFFIC MARKINGS

v. The material shall be capable of conforming to pavement contours, breaks and faults through the action of traffic at normal pavement temperatures.
vi. The material shall be capable of being applied in temperatures down to 45°F (7.2°C) without any special storage, preheating or treatment of the material before application.
vii. The material shall contain heating indicators evenly distributed on the surface that shall act as visual cues during both the application process and post-application.
viii. If required, white, retroreflective and skid resistant preformed thermoplastic symbols and/or word legends may be incorporated into the skid/slip resistant material background in an
interconnected fashion, such that the two materials shall be factory assembled together and applied as a single layer. ix. The marking material must be produced in the United States, and the manufacturer must be ISO 9001:2008 certified for design, development and manufacturing of preformed thermoplastic pavement markings, and provide proof of current certification. x. Material: Shall be composed of an ester-modified rosin impervious to degradation by motor fuels, lubricants, etc., in conjunction with aggregates, pigments, binders, and anti-skid/anti-slip elements uniformly distributed throughout the material. The thermoplastic material shall conform to AASHTO designation M249, with the exception of the relevant differences due to the material being supplied in a preformed state, being non-reflective, and being of a color different from white or yellow.
xi. Pigment: Light Green: The material shall be manufactured with appropriate pigment to ensure that the resulting colors complies with the Light Green color as specified in the FHWA Memorandum dated April 15th, 2011: Interim Approval for Optional Use of Green Colored Pavement for Bike Lanes (IA-14).
xii. Daytime chromaticity coordinates for the color used for green colored pavement shall be asfollows:

1 2 3 4
X y X y x y x y

0.230 0.754 0.266 0.500 0.367 0.500 0.444 0.555

Nighttime chromaticity coordinates for the color used for green colored pavement shall be as follows:

1 2 3 4
X y X y x y x y

0.230 0.754 0.336 0.540 0.450 0.500 0.479 0.520

38077.00180\29080232.9 -247- E-14 TRAFFIC MARKINGS

xiii. The pigment system shall not contain heavy metals or any carcinogen, as defined in 29 CFR 1910.1200 in amounts
exceeding permissible limits as specified in relevant Federal Regulations.
xiv. Heating Indicators: The top surface of the material shall have regularly spaced indents. The closing of these indents during application shall act as a visual cue that the material has reached a molten state, allowing for satisfactory adhesion and proper embedment of the anti-skid/anti-slip elements, and a post- application visual cue that proper application procedures have been followed.
xv. Skid Resistance: The surface of the preformed thermoplastic material shall contain factory applied anti-skid elements with a minimum hardness of 9 (Mohs scale). Upon application the material shall provide a minimum skid resistance value of 60 BPN when tested according to ASTM E 303.
xvi. Slip Resistance: The surface of the preformed thermoplastic material shall contain factory applied anti-skid elements with a minimum hardness of 9 (Mohs scale). Upon application the material shall provide a minimum static coefficient of friction of 0.6 when tested according to ASTM C 1028 (wet and dry), and a minimum static coefficient of friction of 0.6 when tested according to ASTM D 2047.
xvii. Thickness: The material must be supplied at a minimum thickness of 90 mils (2.29 mm) or 125 mils (3.15 mm).
xviii. Environmental Resistance: The material shall be resistant to deterioration due to exposure to sunlight, water, salt or adverse weather conditions and impervious to oil and gasoline.
xix. Application: The material shall be capable of being applied using the propane torch method, and/or infrared heater recommended by the manufacturer. The material shall be capable of being applied at ambient and road temperatures down to 45°F (7.2°C) without any preheating of the pavement to a specific temperature.

A sealer specified by the manufacturer shall be applied to the pavement surface prior to material application to ensure proper adhesion. The sealer must be supplied by the material
manufacturer in 300/600ml cartridges along with sealer application supplies. A thermometer shall not be required during the application process. The pavement shall be clean, dry and free of debris. Supplier must enclose application instructions in English and Spanish with each box/package only pertaining to an application method that does not require preheating of the pavement to a specific temperature before application.

38077.00180\29080232.9 -248- E-14 TRAFFIC MARKINGS

d) Green Bike Lane Marking with Symbols and Legends: Where green bike lane markings are called for that include Bike Lane symbols, words or arrows, the high friction green thermoplastic material shall come from the manufacturer as a sheet of green thermoplastic material with the Bike Lane markings in white, and the markings shall be included as an integral element of the green thermoplastic material as received from the manufacturer. If the manufactured sheet is of insufficient size to cover the indicated width of bike lane, additional green thermoplastic material shall be used to provide the required coverage. The green thermoplastic material with integral symbols and legends shall be paid per square foot of the thermoplastic sheet with symbols and legends.
e) Bike Lane Lines Adjacent to Green Bike Lane Markings: Where bike lane stripes (Detail 39 and 39A) are located immediately adjacent to green bike lane markings, the bike lane stripes shall be of high-friction skid resistant thermoplastic.
f) Bike Lane Striping and Markings: All bike lane stripes and symbols not adjacent to green bike lane areas shall be thermoplastic as defined herein.
g) Thermoplastic Materials for Crosswalks: Crosswalk markings of the “Ladder” and “Continental” style crosswalks shall be of high friction skid resistant thermoplastic.
h) Traffic Paint Material and Application: Paint for blue, black, yellow and white shall be waterborne-based only and shall conform to State Specifications PTWB-01R2. Solvent-based or Acetone-based paints shall not be used and thinning will not be allowed. Glass beads shall conform to the State Specification No. 8010-004 (Type 2) for nighttime retro reflectance glass beads.
i) Curb Painting: Curb paint shall be of a latex base consisting of color in accordance with City Standards.
j) Raised Pavement Markers: Raised pavement markers of various types shall conform to Section 81-3, “Pavement Markers”, of the State Standard Specifications, these Technical Provisions, and as shown on the Contract Drawings. Retroreflective pavement markers shall be marked as abrasion resistant on the body of the markers. Fire hydrant pavement markers shall be Type BB: two-way blue reflective (high intensity) raised pavement markers.
k) Removal of Existing Stripes and Markings:
i. Prior to the removal of existing lane striping and markings, Contractor shall measure and make note of lane widths.

38077.00180\29080232.9 -249- E-14 TRAFFIC MARKINGS

ii. Wherever existing stripes or pavement markers interfere or conflict with new striping or are indicated to be removed, Contractor shall remove all conflicting markings by abrasive grinding or sandblasting or other approved methods. All existing thermoplastic stripes or markings and all raised pavement markers in areas designated to receive asphalt overlay shall be removed by abrasive grinding or sandblasting or other methods acceptable to the Engineer. Payment for removal of existing markings and preparing a Lead Compliance Plan shall be
considered included in other items of work and no separate payment shall be made therefore.
iii. Waste from removal of yellow thermoplastic and yellow painted traffic stripe may contain lead chromate in average concentrations greater than or equal to 350 ppm and less than 1000 ppm Total Lead. Yellow thermoplastic and yellow paint traffic stripe exist along the length of the project. Residue produced when yellow thermoplastic and yellow paint are removed may contain heavy metals in concentrations that exceed thresholds established by the California Health and Safety Code and may produce toxic fumes when heated.
iv. The removed yellow thermoplastic and yellow paint shall be disposed of at a Class 1 disposal facility or a Class 2 disposal facility permitted by the Regional Water Quality Control Board in conformance with the requirements of the disposal facility operator within 5 days after accumulating 220 pounds of residue and dust.

The Contractor shall make necessary arrangements with the operator of the disposal facility to test the yellow thermoplastic and yellow paint residue as required by the facility and these special provisions. Testing shall include, at a minimum, (1) Total Lead and Chromium by EPA Method 7000 series and (2) Soluble Lead and Chromium by California Waste Extraction Test. From the first 887 gallons of waste or portion thereof, if less than 887 gallons of waste are produced a minimum of four randomly selected
samples shall be taken and analyzed. From each additional 222 gallons of waste or portion thereof, if less than 222 gallons are produced a minimum of one additional random sample shall be taken and analyzed. The Contractor shall submit the name and location of the disposal facility and analytical laboratory along with the testing requirements to the Engineer not less than 2 days prior to the start of removal of yellow thermoplastic and yellow painted traffic stripe. The analytical laboratory shall be certified by the Department of Health Services Environmental Laboratory
Accreditation Program. Test results shall be provided to the Engineer for review prior to signing a waste profile as requested by the disposal facility, prior to issuing an EPA identification number and prior to allowing removal of the waste from the site.

38077.00180\29080232.9 -250- E-14 TRAFFIC MARKINGS

v. The Contractor shall prepare a project specific Lead Compliance Plan to prevent or minimize worker exposure to lead while handling removed yellow thermoplastic and yellow paint residue.

Attention is directed to Title 8, California Code of Regulations, Section 1532.1, “Lead,” for specific Cal OSHA requirements when working with lead.
vi. The Lead Compliance Plan shall contain the elements listed in Title 8, California Code of Regulations, Section 1532.1(e)(2)(B).

Before submission to the Engineer, the Lead Compliance Plan shall be approved by an Industrial Hygienist certified in Comprehensive Practice by the American Board of Industrial Hygiene. The Plan shall be submitted to the Engineer at least 10 days prior to beginning removal of yellow thermoplastic and yellow paint.
vii. Prior to removing yellow thermoplastic and yellow painted traffic stripe and pavement marking, personnel who have no prior training, including State personnel, shall complete a safety training program provided by the Contractor that meets the requirements of Title 8, California Code of Regulations, Section 1532.1, “Lead,” and the Contractor’s Lead Compliance Program.
viii. Personal protective equipment, training, and washing facilities required by the Contractor’s Lead Compliance Plan shall be supplied to the Engineer by the Contractor. The number of City personnel will be 2.
ix. Where grinding or other methods approved by the Engineer are used to remove yellow thermoplastic and yellow painted traffic stripe, the removed residue, including dust, shall be contained and collected immediately. Sweeping equipment shall not be used.

Collection shall be by a high efficiency particulate air filter (HEPA) equipped vacuum attachment operated concurrently with the removal operations or other equally effective methods approved by the Engineer. The Contractor shall submit a written work plan for the removal, storage, and disposal of yellow thermoplastic and yellow painted traffic stripe and pavement marking to the Engineer for approval not less than 7 days prior to the start of the removal operations. Removal operations shall not be started until the Engineer has approved the work plan.

38077.00180\29080232.9 -251- E-14 TRAFFIC MARKINGS

x. The removed yellow thermoplastic and yellow painted traffic stripe residue shall be stored and labeled in covered containers. Labels shall conform to the provisions of Title 22, California Code of Regulations, Sections 66262.31 and 66262.32. Labels shall be marked with date when the waste is generated, the words “Hazardous Waste”, composition and physical state of the waste (for example, asphalt grindings with thermoplastic or paint), the word “Toxic”, the name and address of the Engineer, the Engineer’s telephone number, contract number, and Contractor or subcontractor. The containers shall be a type approved by the United States Department of Transportation for the transportation and temporary storage of the removed residue. The containers shall be handled so that no spillage will occur. The containers shall be stored in a secured enclosure at a location within the project limits until disposal, as approved by the Engineer. xi. If the yellow thermoplastic and yellow painted traffic stripe residue is transported to a Class 1 disposal facility, a manifest shall be used, and the transporter shall be registered with the California Department of Toxic Substance Control. The Engineer will obtain the United States Environmental Protection Agency Identification Number and sign all manifests as the generator within 2 working days of receiving sample test results and approving the test methods.
xii. The Contractor shall assume that the yellow paint removed is not regulated under the Federal Resource Conservation and
Recovery Act (RCRA). Additional disposal costs for removal residue regulated under RCRA, as determined by test results required by the disposal facility, will be paid for as extra work as provided in Section 4 1.05, “Changes and Extra Work,” of the Standard Specifications.
xiii. Nothing in these special provisions shall relieve the Contractor of the Contractor’s responsibilities as specified in Section 7 1.04, “Public Safety,” of the Standard Specifications.
l) Temporary Pavement Markers:
i. If permanent pavement markers cannot be installed immediately after resurfacing, short-term temporary retro reflective pavement markers shall be installed prior to opening the street to traffic.

Temporary markers shall be monitored, maintained and replaced by the contractor as necessary until such time that permanent striping can be applied.
ii. Temporary pavement markers shall be placed not more than 12- feet apart on curves nor more than 24-feet apart on straight segments, in the quantity and appropriate colors to delineate centerlines (two yellow markers spaced 3 inches apart) and travel lanes (single white marker). Edge lines, median lines and bike lanes need not be marked.

38077.00180\29080232.9 -252- E-14 TRAFFIC MARKINGS

m) Layout and Cat-Tracking:
i. No permanent striping or application of pavement markers shall occur until after the Contractor has field marked and established a satisfactory alignment and layout for the proposed striping (cat- tracking) and this alignment has been approved by the Engineer.

Cat-tracking shall be completed no more than three (3) days after each roadway section’s paving operation.
ii. Cat tracking shall consist of stretching a rope on a straight line between control points on tangent alignment and on a true arc through control points on curved alignment and placing spots of paint along the rope.
iii. The City shall have the right to make changes in the location and alignment of line stripes. Striping and traffic markings shall not be applied until approval is granted by the Engineer. The Contractor shall allow a minimum of three working days for review of the layout by the City. Contractor shall notify City inspector when layout and cat-tracking are ready for review. Receipt of notification shall signify the start of City review period.

1.4 MEASUREMENT AND PAYMENT:

a) The contract price paid per Linear Foot for “Traffic Line (by Detail Number or Type)”, “Diagonal Buffer” and “Red Curb Paint (Two Coats)” or Square Foot for “Pavement Marking (by Detail Number or Type)”, shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in furnishing and placement of traffic lines and pavement markers, complete in place, and shall include establishing alignment and layout work as shown on the Contract Drawings, as specified in the State Standard Specifications and Plans, these Technical Provisions, and as directed by the Engineer and no additional compensation shall be allowed therefore.

Traffic Line quantity shall be measured in the field by the linear foot along the centerline of the traffic stripes, without deductions for gaps. Traffic line with multiple lines will count by lineal foot along the centerline for payment, not the total length of the individual component lines.

38077.00180\29080232.9 -253- E-14 TRAFFIC MARKINGS

b) The contract price paid per Lump Sum for “Bid Alt Traffic Lines and Pavement Markings (by Detail Number or Type)”, shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in furnishing and placement of traffic lines and pavement markers, complete in place, and shall include establishing alignment and layout work as shown on the Contract Drawings, as specified in the State Standard Specifications and Plans, these Technical Provisions, and as directed by the Engineer and no additional compensation shall be allowed therefore. Traffic Line quantity shall be measured in the field by the linear foot along the centerline of the traffic stripes, without deductions for gaps.

c) The contract price paid per Square Foot for “Pavement Marking (Green)” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in furnishing and placement of thermoplastic pavement marking, complete in place, removal of existing marking and striping, establishing alignment for markings and layout work as shown on the Contract Drawings, as specified in the Standard Specifications and Plans, these Technical Provisions, and as directed by the Engineer and no additional compensation shall be allowed therefore.

d) The contract price paid per Square Foot for “Pavement Marking (Type of Marking)” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in furnishing and placement of thermoplastic pavement marking, complete in place, removal of existing marking and striping, establishing alignment for markings and layout work as shown on the Contract Drawings, as specified in the Standard Specifications and Plans, these Technical Provisions, and as directed by the Engineer and no additional compensation shall be allowed therefore.

38077.00180\29080232.9 -254- E-14 TRAFFIC MARKINGS

e) The contract price paid per Each for “Remove and Replace Pavement Sign” and “Relocate/Reset Roadside Sign” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in furnishing and placement of roadside sign on existing post, pavement, complete in place, as shown on the Contract Drawings, as specified in the State Standard Specifications and Plans, these Technical Provisions, and as directed by the Engineer and no additional compensation shall be allowed therefore. f) Full compensation for work involved in removing existing traffic marking and striping including providing necessary tools, materials, equipment, coordination and Lead Compliance Plan shall be considered as included in the contract prices paid for various items of work involved, and no additional compensation shall be allowed.
g) Full compensation for work involved in replacing/refreshing any existing traffic marking and striping within 50’ of the project limits that have been damaged or faded due to construction activities shall be considered as included in the contract prices paid for various items of work involved, and no additional compensation shall be allowed.

PART 2 – (NOT USED)
PART 3 – EXECUTION

38077.00180\29080232.9 -255- E-14 TRAFFIC MARKINGS

A. The Contractor shall layout all final traffic stripes and pavement markings in the field. The Engineer shall review and approve all striping and marking layouts prior to installation.

B. Where striping joins existing striping, as shown on the Contract Drawings, the Contractor shall begin and end the transition from the existing striping pattern into or from the new striping pattern a sufficient distance to ensure continuity of the striping pattern.

C. All striping and markings shall be of thermoplastic materials, except where explicitly noted otherwise. Striping shall be refreshed fifty (50) feet beyond the limit of work.

D. Pavement markings and striping shall be installed no later than fourteen (14) days after the final resurfacing. Two coats of paint shall be installed at red curb locations and a red refresh coat to be placed 28 days after paving.

E. The Contractor is responsible to establish and provide information as necessary to reestablish the location of the existing roadway striping that is to be replaced after paving operations. The proposed type and frequency of information to be provided shall be submitted to the Engineer for approval at least 5 days prior to start of paving operations.

F. The Contractor shall layout all final fire hydrant pavement markers in the field.

The Engineer or Fire Marshal shall review and approve all layouts prior to installation.

G. Drips, overspray, improper markings, and paint and thermoplastic material tracked by traffic shall be immediately be removed approved by the Engineer at the Contractor’s expense.

H. Newly placed traffic stripes and pavement markings shall be protected from damage by public traffic or any other causes until the thermoplastic material is thoroughly set or the paint is thoroughly dry.

END OF SECTION

38077.00180\29080232.9 -256- E-15 PORTABLE CHANGEABLE MESSAGE SIGN

E-15 PORTABLE CHANGEABLE MESSAGE SIGN
PART 1 – GENERAL

1.1 GENERAL:
a) This work consists of providing, installing, and maintaining portable changeable message signs to be placed at locations as described in this Technical provisions.

1.2 SUBMITTAL:
a) The Contractor shall submit proposed locations for the portable changeable message signs to the Engineer for approval two weeks prior to start of work. Refer to the Submittal requirements in General Conditions.

1.3 DEVICE REQUIREMENT
a) The portable changeable message signs shall be a trailer mounted mid- size three-line message board with 8 characters per line and the capability of displaying up to three messages. The message sign shall specify the following: (1) Road Construction Ahead on (location), (2) Expect Delays, and (3) Dates of Construction. Contractor shall have the ability, at all times, to change the displayed message and location of signs upon direction from the Engineer.
b) Portable Changeable Message Signs:
i. Portable changeable message signs shall be furnished, placed, operated, and maintained at locations shown on the plans or where designated by the Engineer and shall conform to the provisions in Section 12-3.32, "Portable Changeable Message Signs," of the Standard Specifications and these Special Provisions.
ii. Messages displayed on the portable changeable message signs shall be as specified on the plans, unless otherwise specified by the Engineer, and shall conform to Section 12-3.32 "Portable Changeable Message Signs," of the Standard Specifications and “Traffic Control” of these specifications. Upon request submit a Certificate of Compliance for each portable changeable message sign under Section 20-3.01A(3)(c), “Certificates of Compliance,” of the Standard Specifications.

38077.00180\29080232.9 -257- E-15 PORTABLE CHANGEABLE MESSAGE SIGN

iii. The Contractor shall provide portable changeable message signs in accordance with these Specifications and as directed by the Engineer. These signs shall be placed a minimum of 14 calendar days prior to start of work. These signs will be required in addition to the signs required by the latest version of the CAMUTCD. iv. A portable changeable message sign shall be placed during speed zone reductions. When used in conjunction with a lane closure, use one portable changeable message sign, with both the speed zone reduction and the lane closure messages. Place portable changeable message sign as far from the traveled way as practicable where it is legible to traffic and does not encroach on the traveled way. Where possible, place portable changeable message sign behind guardrail or temporary railing (Type K). v. The Contractor must be available by cell phone for operations that require portable changeable message signs. Submit to the Engineer two cell phone numbers, for 24-hr contact. When the Engineer contacts you, immediately comply with the Engineer's request to modify the displayed message.

1.4 MEASUREMENT AND PAYMENT
i. The contract price paid for Each for “Portable Changeable Message Signs” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in specification section 12-3.32 “Portable Changeable Message Signs” of Caltrans Standard Specifications, including moving, relocating, replacing, and removing when no longer required, as specified in the Standard Specifications, the Special Provisions and these Technical Specifications, and as directed by the City Engineer. Moving, relocating and replacing a portable Changeable message sign is not counted once installed.

PART 2 – (NOT USED)
PART 3 – EXECUTION

38077.00180\29080232.9 -258- E-15 PORTABLE CHANGEABLE MESSAGE SIGN

A. The signs shall be fully operable and maintained by the Contractor until completion of the project. The location of the portable changeable message sign shall not impede bike or vehicle traffic lanes or pedestrian path of travel.

B. The provisions in this section will not relieve the Contractor of responsibility for providing additional devices or taking measures as may be necessary to provide public safety. Portable changeable message signs shall be available for placement and redeployment at various job locations for the full duration of the construction.

C. Portable changeable message signs shall be furnished, placed and operated one week prior to start of construction activities and shall be maintained and remain for the duration of the work.

D. Portable changeable message signs shall not be placed in a way that obstructs pedestrian, bicyclist, or vehicular access. Portable changeable message signs shall be placed a minimum of two weeks prior to the work.

END OF SECTION

38077.00180\29080232.9 -259- E-16 PROJECT APPEARANCE, TREES, AND

SWEEPING

E-16 PROJECT APPEARANCE, TREES, AND SWEEPING
PART 1 - GENERAL

1.1 WORK INCLUDED
a) Project Appearance:
a. The Contractor shall maintain a neat, graffiti, and litter free job site with a professional appearance at all times. Debris developed during construction shall be disposed of concurrently with its generation daily.
b. The stockpiling of debris during construction shall not be allowed unless otherwise approved by the Engineer.
c. The stockpiling of materials and equipment within the street, public right-of-way, or private property shall not be permitted unless authorized by the Engineer.

b) Care shall be taken to avoid tracking debris, mud, oil, soil, asphalt concrete, or binder material onto existing surfaces. The Contractor shall be responsible to promptly remove any tracked material to the satisfaction of the Engineer.
a. Clearing shall consist of the removal of ground cover including grass, shrubs, weeds, and vegetation that will otherwise impede construction operations, as approved by Engineer.
b. At sites where the excavation has taken place near trees to remain, and many living roots remain exposed to the air, cover the exposed roots within 2 hours with sand, soil, moist burlap or other means acceptable to the Engineer.
c. Spoils from the work site resulting from clearing, grubbing and stripping operations shall be removed from the entire limits of worksite and properly disposed of in accordance with applicable laws and regulations.

38077.00180\29080232.9 -260- E-16 PROJECT APPEARANCE, TREES, AND

SWEEPING

c) Existing Trees:
a. The project may include work adjacent to existing mature trees where the canopy of the trees extends over or interferes with the work. It shall be the responsibility of the Contractor to conduct construction operations around said tree canopies such that the work is accomplished without damaging or injuring trees or tree limbs in any way.
b. The Contractor may be permitted to trim said trees in order to facilitate construction operations after approval by the Engineer, however, the Contractor shall possess a C-27 license, a C-61 license, and the trimming shall be performed by a Certified Arborist. All trimming of trees shall be performed in accordance with “Pruning Standards,” published by the Western Chapter of the International Society of Arboriculture.
c. Tree roots greater than 3” in diameter and less than 12” below ground level shall not be cut without approval of the Engineer. d. Cut roots cleanly, as far from the trunk of the tree as possible, and not underneath the newly constructed sidewalk. Prune roots to a depth of 18".
e. Perform root pruning using a Vermeer Root Cutting Machine or equal. Alternate equipment or techniques must be approved by the Engineer. Root pruning shall be completed prior to base or subgrade preparation.
f. Complete root pruning prior to base or subgrade preparation, or to any excavation adjacent to the tree.
g. Excavation in an area where roots are present shall not cause the tearing or ripping of tree roots. Roots must first be cleanly severed prior to continuing with the excavation, or tunneled around to prevent damage to the root.
h. Tree roots shall not remain exposed to drying out. Root ends shall be covered with soil or burlap and kept moist until the final backfill or grade is established.
d) The following guidelines shall be followed whenever tree roots with a diameter of two inches or greater are encountered during the Contractor’s trenching or grading activities:
a. Trenches shall be hand dug within a tree canopy zone to avoid damage to the tree roots.
b. Upon uncovering, immediately cover the root with a board or burlap and keep it moist.
c. Backfill the exposed root area with soil as soon as the work has been completed.

38077.00180\29080232.9 -261- E-16 PROJECT APPEARANCE, TREES, AND

SWEEPING

d. If the tree becomes damaged, cut the damaged root clean with a saw and immediately wrap the root end with plastic secured with tape.
e) Contractor shall protect migratory and nesting birds in accordance with Section 14, “Environmental Stewardship” of the State Standard Specifications.
f) Tree Protection:
a. The Contractor may be required to install Tree Protection Zone (TPZ) fencing around existing trees within or adjacent to the project Work that are to remain or be preserved as directed by the Engineer. The fencing shall be five feet tall and mounted on two inch diameter posts driven two feet into the ground every ten feet. b. The TPZ fencing shall be installed at the drip line (canopy) of the tree or at a distance from the trunk equivalent to one foot for every one-inch of trunk diameter, whichever is larger. The TPZ fence shall be maintained in place until the end of construction activities. c. Except to perform the specified Work as required as part of the project, all other activities including parking, materials storage, etc. shall be performed outside of the TPZ fencing unless directed otherwise by the Engineer. The ground surface within the TPZ shall not be disturbed except to perform the specified Work. d. Construction materials, debris, washout water, and stockpiles shall not be stored within the drip line or protective fencing area under any tree.
e. Vehicles shall not be parked under any tree within the drip line or protective fencing area.
f. Installation of orange protective fencing with stakes around trees that are within 10’ of the work limits, and with trunk calipers greater than 6 inches.

38077.00180\29080232.9 -262- E-16 PROJECT APPEARANCE, TREES, AND

SWEEPING

g. Where vehicles or equipment must operate or travel under drip line or unpaved landscape areas, Contractor shall place a minimum 10-inch layer of woodchips or other cushioning surface material approved by the Engineer before starting work there. This mulch layer shall be replenished as necessary to maintain a ten- inch depth until operations in this area are complete and shall be removed upon completion of work unless directed by Engineer.

Where crane outriggers or other heavy equipment must be positioned in drip line or unpaved landscape areas, contractor shall provide additional protection against soil compaction and landscape damage. Means of providing additional protection may include placement of additional mulch, base rock, heavy timbers, or steel plates. Contractor shall obtain Engineers approval for protective measures prior to placing or operating heavy equipment in unpaved landscape over the root areas of tress to remain. h. Where called for on the plans, place storm fence or other approved protective barriers around trees to be saved.
i. Contractor will conduct a site meeting with the City Arborist prior to removal of any trees. Contractor to assist the City Arborist in tagging the tree, and documenting the Arborist permission to remove tree, prior to any tree removal
g) Sweeping:
a. City streets within the project site, including those of the Contractor’s truck haul route shall be swept daily and immediately following all cold planing, grinding, sandblasting, excavating and trucking operations.
b. The Contractor shall sweep the street with a power pick-up broom immediately prior to, and after the paving operations. The Contractor shall keep a power pick-up broom on the job at all times and it shall be used to keep the streets free of loose or tracked material from the Contractor’s operation.
c. Power sweepers that don’t pick-up the material shall not be used.

1.2 REFERENCES
a) Cal/OSHA – California Division of Occupation Safety and Health b) Undergound Services Alert (USA)

1.3 MEASUREMENT AND PAYMENT:
a) Full compensation for “Project Appearance, Trees and Sweeping” shall be considered as included in the contract unit prices paid for the various items of work performed and no additional compensation will be allowed.

PART 2 - (NOT USED)

38077.00180\29080232.9 -263- E-16 PROJECT APPEARANCE, TREES, AND

SWEEPING

PART 3 - (NOT USED)

END OF SECTION

38077.00180\29080232.9 -264- E-17 PRESERVATION OF PROPERTY

E-17 PRESERVATION OF PROPERTY
PART 1 – GENERAL

1.1 Work of this section includes preserving and protecting a) Highway improvements and facilities
b) Adjacent property
c) Waterways
d) ESAs
e) Lands administered by other agencies
f) Railroads and railroad equipment
g) Nonhighway facilities, including utilities
h) Survey monuments
i) Department's instrumentation
j) Temporary work
k) Roadside vegetation not to be removed
l) Comply with Govt Code § 4216 et seq. Notify the Engineer at least 3 business days before you contact the regional notification center. Failure to contact the notification center prohibits excavation. m) Immediately report damage to the Engineer.
n) If you cause damage, you are responsible.
o) The Department may make a temporary repair to restore service to a damaged facility.
p) Install suitable safeguards to preserve and protect facilities from damage. q) Install temporary facilities, such as sheet piling, cribbing, bulkheads, shores, or other supports, necessary to support existing facilities or to support material carrying the facilities.

38077.00180\29080232.9 -265- E-17 PRESERVATION OF PROPERTY

1.2 OBJECTIVES
a) Contractor shall protect, shore, brace, support, and maintain all landscaped areas (sod, groundcover, shrubs, trees, etc.), underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by its construction operations. All pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, and other surface structures that are not to be demolished, and all landscaped areas in yards, parkways, and medians that are damaged by the Contractor’s construction operations, whether within or outside the project limits, shall be restored to their original condition by the Contractor, at their own expense, to the satisfaction of the Engineer and the Private Property Owner. All replacements shall be made with new materials.

Special care shall be taken to protect private property adjacent to sidewalk and curb ramp work.
b) Contractor shall be responsible for all damage to landscaped areas, streets, roads, highways, shoulders, ditches, embankments, culverts, bridges, and other public or private property, regardless of location or character, which may be caused by transporting equipment, materials, or workers to or from the Work, Site or any part thereof, whether by Contractor or Subcontractors. Contractor shall make satisfactory and acceptable arrangements with the City, or the agency or authority having jurisdiction over the damaged property, concerning its repair, replacement or payment of costs incurred in connection with the damage. c) Preserve and protect existing trees and plants at the site which are designated to remain and those adjacent to the site. Contractor’s attention is directed to the Contract Documents for additional requirements and restrictions as it pertains to the protection of existing trees and plants.
d) Damage to slopes, plants, irrigation systems and other facilities that occur as a result of irrigation line break or other defects in an irrigation system installed by or broken by the Contractor, shall be repaired or reconstructed by the Contractor to the satisfaction of the Engineer and at no additional cost to the City.
e) Damage caused by or as a result of improper programming or operation of the irrigation system during the plant establishment period shall be repaired or reconstructed by the Contractor to the satisfaction of the Engineer and at no additional cost to the City.

38077.00180\29080232.9 -266- E-17 PRESERVATION OF PROPERTY

f) Surface Restorations: The Contractor shall restore any irrigation, landscaping and special surface treatments damaged or encountered during the Work to an equivalent or better condition that existed prior to start of construction. Items that may be encountered, but not limited to, decorative pavement, red curbs, address painted on curbs, PG&E button indicators of Gas line on curbs, and etc. Utility marking shall be installed as follows: (1) the letter "S" shall be stamped on the face of curb where the sanitary sewer laterals intersect the curb, and (2) the letter "W" shall be stamped on the face of curb where the water services intersect the curb

1.3 REFERENCES
a) Standard Plans and Specifications, California Department of Transportation, latest edition.

1.4 MEASUREMENT AND PAYMENT:
a) Full compensation for “Preservation of Property” shall be considered as included in the contract unit prices paid for the various items of work performed and no additional compensation will be allowed. i. Pre-Construction (Existing) Condition Site Video meeting the requirements specified below and in accordance with General Requirements section 01 00 00, “Site Conditions Surveys”. ii. Prior to starting work, the Contractor shall provide a videotape (DVD format) of the job site for the purpose of providing a record of existing conditions. The video record shall provide a view encompassing the entire project site, including plus 20 feet beyond the Contractors limit of work. The record shall include clear details of all existing above ground improvements, including but not limited to, pavement, landscaping and irrigation, sidewalk, driveways, curb and gutter.
iii. The video record shall include audio commentary describing what is being viewed, all provide detail of significant existing damage and disrepair, cracks, settlements, deficiencies, or any other pre- existing condition.
iv. The Contractor shall perform the actual recording at a time when the street is not filled with parked vehicles. Any significant pre- construction (existing) conditions shall also be photographed to a 4x6 size, matte finish and shall be accompanied by a brief narrative of date, location, and conditions.

PART 2 - (NOT USED)
PART 3 - (NOT USED)

END OF SECTION

38077.00180\29080232.9 -268- E-18 CONTROL OF WATER

E-18 CONTROL OF WATER
PART 1 – GENERAL

1.1 OBJECTIVES
a) The Contractor is responsible for implementing measures as required to allow for work to proceed during wet weather, should wet weather occur, and when ground water is present. The Contractor is advised that the groundwater surface in the City of Milpitas is high and may be just below the pavement surface. Contractor shall provide all necessary labor and materials required to protect the work from wet weather and to allow work to proceed without delay.
b) The Contractor shall remove all water that accumulates in all excavations during the progress of work so that all work may proceed. Excavated areas shall be kept free from water while underground utilities or structures are constructed, while concrete is setting, and until backfill has been placed to a sufficient height to anchor the work against possible flotation or leakage.
c) The Contractor’s dewatering system shall be designed to prevent pumping fines from below grade or disturbing materials exposed at the excavation bottom. Attention is directed to other related sections in these specifications.
d) Disposal of water through dewatering operations shall conform to the requirements of these Contract Documents and State and Federal Law.

Water from dewatering operations shall not be directed into existing sanitary sewers unless the Contractor obtains a City of San Jose Short Term Wastewater Discharge Permit. Discharge to storm drains, creeks and channels will not be allowed. The Contractor shall submit written procedures in accordance with Article 15, Submittals, for the disposal of water extracted under such conditions to the City for approval 15 days prior to work. The Contractor shall be held responsible for any fines and penalties assessed due to the disposal of extracted water deemed in violation of said approved procedures.

1.2 SUBMITTALS
a) Dewatering Plan and Discharge to Sanitary Sewer:
i. Dewatering Plan: Where required by these Contract Documents, the Contractor shall provide a detailed Dewatering Plan designed by a licensed Civil Engineer.

38077.00180\29080232.9 -269- E-18 CONTROL OF WATER

ii. The Contractor shall, at all times, have sufficient pumping equipment available for immediate use including standby pumps for use in case other pumps become inoperable. Water shall be disposed of so as to be compliant with the law, and so it does not cause injury to public or private property or be a menace to the public health.
iii. The Contractor’s dewatering system shall be designed to prevent pumping fines from below grade or disturbing materials exposed at the excavation bottom. Attention is directed to other related sections in these specifications.
iv. Disposal of water through dewatering operations shall conform to the requirements of these Contract Documents and Local, State and Federal Law.
b) Discharge to Sanitary Sewer:
i. The Contractor shall obtain approval from the Engineer prior to any discharge to the City’s sewer system. In addition, the Contractor shall obtain a “Short-Term” Wastewater Discharge Permit from the City of San Jose Environmental Services Department, including payment of any required permit fees. ii. The Contractor shall monitor its discharge flow rate to ensure surcharging of the downstream sewer system does not occur, and provide all flow measurement, testing, or other requirements of the Wastewater
iii. Discharge Permit, and shall be responsible for all costs as required to discharge to the sewer system.
iv. The Contractor shall be responsible for any fines, or related costs and repairs for damage or clean-up resulting from its discharge operation.

1.3 MEASUREMENT AND PAYMENT
a) Full compensation for “Control of Water” shall be considered as included in the contract unit prices paid for the various items of work performed and no additional compensation will be allowed.

PART 2 - (NOT USED)
PART 3 - (NOT USED)

END OF SECTION

38077.00180\29080232.9 -270- E-19 COOPERATION

E-19 COOPERATION
PART 1 – GENERAL

1.1 OBJECTIVES
a) The Contractor shall coordinate with and accommodate any other contractors who may be working in the area when preparing work schedules, and when executing items of work including traffic control. b) The Contractor shall coordinate with utility companies for relocation of any existing utilities or cover adjustments. The Contractor shall give the required advance notice of work to the utility company. c) The Contractor’s work shall be so conducted to allow utility companies to maintain services and relocate their facilities with the minimum of interruption to the public. Proper coordination with utility company staff is critical to ensure that their facility is relocated prior to installation of new improvements by the Contractor.

1.2 REFERENCES
a) Standard Plans and Specifications, California Department of Transportation, latest edition.

1.3 MEASUREMENT AND PAYMENT:
a) Full compensation for “Cooperation” shall be considered as included in the contract unit prices paid for the various items of work performed and no additional compensation will be allowed.

PART 2 - (NOT USED)
PART 3 - (NOT USED)

END OF SECTION

38077.00180\29080232.9 -271- E-20 OBSTRUCTIONS

E-20 OBSTRUCTIONS
PART 1 – GENERAL

1.1 OBJECTIVES
a) Attention is directed to Section 15, "Existing Facilities," of the State Standard Specifications.
i. The Contractor's attention is directed to the existence of certain underground facilities that may require special precautions be taken by the Contractor to protect the health, safety, and welfare of workers and of the public. Facilities requiring special precautions include, but are not limited to, storm drainage pipes, sanitary sewers, irrigation lines, telephone ducts, water line, traffic signal conduit, gas lines, and underground electrical cables.

Some of the facilities might be relocated by the various utility companies. The locations of the facilities as shown on the plans are approximate. It is the Contractor's responsibility to verify the exact locations and depths with the respective utility company. b) Underground Services Alert (USA) 811:
i. Prior to any underground excavation, the Contractor shall contact Underground Services Alert (USA) 811 a minimum of 48 hours prior to the beginning of each excavation.
ii. The Contractor shall notify USA at 1-800-227-2600 to locate and mark existing subsurface utilities within the Contractor’s project site. The Contractor shall also be responsible for contacting private utility companies for the review of their as-built records for their underground utilities.
iii. The Contractor shall have the responsibility to contact directly all agencies that do not participate in USA program to arrange for the location and mark-out of their utilities. The California Department of Transportation (Caltrans) is an example of such an agency that does not participate in the USA program.
c) Unmarked Utilities:
i. As required by law, should the Contractor find utilities during excavation that were unmarked by the USA locate process, that Contractor shall immediately notify Underground Services Alert (USA) 811 of the find and request they respond.

38077.00180\29080232.9 -272- E-20 OBSTRUCTIONS

d) The following utilities have facilities within the limits of work:
i. PG&E Gas/Electrical
ii. City of Milpitas Water, Recycled Water, Storm Drain, and Sanitary Sewer lines; Street light, Traffic Signal, and Fiber Optics iii. City of San Jose Water, Recycled Water, Storm Drain, and Sanitary Sewer lines; Street light, Traffic Signal, and Fiber Optics iv. AT&T Telephone/Fiber Optics
v. Comcast Cable TV/ Fiber Optics
vi. TPX Communications
vii. VTA Rail/Gas
e) Protection and repair of damage of laterals and appurtenances shall be the responsibility of the Contractor.
f) In the event that water services, fire hydrants, storm drain pipes, city fiber optics, or other appurtenances are broken or damaged, the Contractor shall immediately notify the Engineer. The Contractor shall be required to repair, at their own expense, such damage in a manner satisfactory to the Engineer, or City forces may repair such damage at the Contractor's expense.
g) In the event damage is done to any gas, electric, cable TV, fiber optics, or telephone facility by the Contractor, the Contractor shall immediately notify the respective utility company. The utility company at the Contractor’s expense shall make repairs.

1.2 MEASUREMENT AND PAYMENT:
a) Full compensation for “Obstructions” shall be considered as included in the contract unit prices paid for the various items of work performed and no additional compensation will be allowed.

PART 2 - (NOT USED)
PART 3 - (NOT USED)

END OF SECTION

38077.00180\29080232.9 -273- E-21 CRACK SEAL

E-21 CRACK SEAL
PART 1 – GENERAL

1.01 WORK INCLUDED
a) Work covered by this section includes the cleaning out and sealing of cracks within all areas of the project scope. Cracks ¼-inch to 1-inch in width shall be sealed with asphalt rubber crack seal material. Cracks or “pop-outs” of existing asphalt that are greater than 1-inch in width shall be sealed with Type A, 3/8-inch maximum asphalt concrete cement.

1.02 REFERENCES
a) American Society of Testing Materials (ASTM)
i. Section D6690, Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements

1.03 SUBMITTALS
a) Contractor shall submit certificates from suppliers stating compliance of materials with the requirements of this section.

1.04 MEASUREMENT AND PAYMENT
a) Full compensation for "Crack Seal" shall be considered as part of the contract prices for various items of work and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved cleaning the existing cracks, high-pressure air nozzle and/or mechanical cleaning process, applying crack sealant, complete in place, including the removal and disposal of the resulting material, as shown on the plans, as specified in the Standard Specification and these Special Provisions, and as directed by the Engineer and no additional compensation shall be allowed therefor.

PART 2 - MATERIAL AND EQUIPMENT

38077.00180\29080232.9 -274- E-21 CRACK SEAL

2.01 HOT APPLIED SEALANT (For cracks less than 1”)
a) Type 1 Sealant in accordinace with ASTM D6690.

2.02 ASPHALT CONCRETE MIX (For cracks larger than 1” and not in dig-out area) a) The asphalt to be used shall have a maximum penetration of 150 when tested in accordance with procedure outlined by the American Association of State Highway Officials.
b) Mineral aggregate material for asphalt concrete for sealing cracks larger than 1-inch shall be Type A, 3/8-inch maximum, medium graded aggregate, conforming to Section 39-2, “Hot Mix Asphalt” of the 2018 State Standard Specifications.

PART 3 - EXECUTION

3.01 GENERAL

a) Prior to crack seal operations the Contractor shall clean the cracks of all organic material within the limits to be crack sealed using Mechanical methods only, no Roundup or other chemical is allowed.
b) Cracks to be filled shall be completely dry at the time of filling, and in no case shall crack sealing be performed within 24 hours of any precipitation. Sealant shall be applied when the pavement surface temperature exceeds 50 Degrees F. Application at lower temperatures may result in reduced adhesion due to possible presence of excess moisture.
c) Cracks 1/4" to 1” wide shall be blown clean of all organic materials with a high pressure air nozzle and/or a mechanical cleaning process to a depth of 1/2" minimum.
d) The asphalt-rubber shall be heated to a minimum temperature of 300 Degrees F but not greater than 350 Degrees F. The material shall be held in the mixing tank at application temperature until very little separation of the rubber and asphalt occurs when a bead of sealant material is placed on the pavement. Sealant material may be added to the mix as long as the minimum temperature of 300 Degrees F is maintained.
e) Asphalt-vulcanized rubber crack sealant material shall be applied to all cracks ¼-inch or greater so as to be flush with the adjacent pavement surface. Cracks shall be sealed from the bottom up. Excess sealant shall be leveled to less than a 1/8-inch thickness with a squeegee or sealing shoe to produce a band which is 2 to 4 inches wide, centered over the crack.

38077.00180\29080232.9 -275- E-21 CRACK SEAL

f) Contractor shall not overfill cracks, as excess filler will cause bumps in the overlay and may migrate through the paving surface course during compaction.
g) Traffic shall not be allowed on the material until it has cured or until it has been sanded to prevent tracking.
h) All crack sealing shall be completed at least one-working day prior to slurry sealing. Reinforcing fabric shall not be placed for at least 24 hours after crack sealing.
a) Cracks larger than 1” shall be blown clean of all organic materials with a high-pressure air nozzle and/or a mechanical cleaning process to a depth of 1/2" minimum.
b) Cracks shall be filled with Type A, 3/8-inch maximum, medium graded aggregate asphalt concrete mix.

END OF SECTION

38077.00180\29080232.9 -276- E-22 CONSTRUCTION LAYOUT

E-22 CONSTRUCTION LAYOUT
PART 1 - GENERAL

1.1 SUMMARY
a) Section includes but not limited to Construction Staking b) All surveying work shall be performed under the responsible charge of a land surveyor licensed in the State of California.

1.2 REFERENCES
a) Cal/OSHA – California Division of Occupation Safety and Health b) Underground Services Alert (USA)

1.3 MEASUREMENT AND PAYMENT
a) Full compensation for “Construction Layout” shall be considered as included in the contract unit prices paid for the various items of work performed and shall include furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in construction staking, specified herein, and no additional compensation shall be made therefor.

1.4 CONSTRUCTION SURVEY QUALITY CONTROL
a) All parties agree that the construction surveying process described herein is a critical aspect of the project quality control and included in the project bid. If any part of this Specification Section is bypassed or omitted from the construction process the design engineer cannot be responsible for the installed concrete and utility grades and/or locations.

PART 2 - (NOT USED)
PART 3 - EXECUTION

38077.00180\29080232.9 -277- E-22 CONSTRUCTION LAYOUT

3.01 GENERAL
a) All work shall be done in accordance with Chapter 12, “Construction Surveys,” of the Caltrans Department’s Surveys Manual, these Special Provisions, the Contract Plans, and as directed by the Engineer. b) Contractor shall provide all the project construction surveying and all costs related to establishing construction staking, providing quality control surveying, performing an as-built survey and submitting AutoCAD files of the as-built information. All construction surveying shall be performed under the direction of a Professional Land Surveyor licensed in the State of California. The Contractor shall be responsible for all land surveying and shall be responsible for replacing control points or survey monuments lost or damaged during the course of construction.

3.02 CONSTRUCTION STAKING
a) Construction staking shall be defined as: “Markings set in the field by a CA Licensed Land Surveyor, prior to construction, with horizontal coordinates and vertical dimensions to the items identified below. All field markings shall be completed under the direction of Land Surveyor licensed by the State of California.” The Contractor shall be responsible for replacing established survey points lost or damaged during the course of construction.
b) Listed below are the some of the items to be surveyed/staked. i. Pavement Digouts as needed
ii. Curb/Curb & Gutter - Top of curb, flow line and lip of gutter at begin of curve, end of curve, every 25' and at all changes in direction.
iii. Curb ramps (beginning, end, mid-point, back corners) iv. Other staking requirements as described in the Special Provisions.

END OF SECTION

38077.00180\29080232.9 -278- E-23 ELECTRICAL

E-23 ELECTRICAL
PART 1 – GENERAL

1.1 WORK INCLUDED
a) Traffic signal modification work covered by this section includes furnishing and installing signal poles, backup battery systems, count-down pedestrian signal heads, conduit, cables, accessible pedestrian signals (APS), controller units, video detection systems (VDS), and emergency vehicle detectors.
b) Roadside sign lighting work covered by this section includes furnishing and installing of roadside signs with LED lights around, sign poles, solar engine, cables, foundations and accessible pedestrian signals (APS). c) Radar speed feedback sign work covered by this section includes furnishing and installing of signs, solar engine, and cables.

1.2 REFERENCES
a) The latest Caltrans Standard Specifications (CSS) and Caltrans Standards Plans (CSP)
b) Section 86 and 87, Standard Specification for Electrical Work c) Caltrans Standard Plans for Electrical Systems as shown on contract plans

1.3 SUBMITTALS
a) Contractor shall submit certificates from suppliers stating compliance of materials with the requirements of this section.

1.4 MEASUREMENT AND PAYMENT

38077.00180\29080232.9 -279- E-23 ELECTRICAL

b) Full compensation for “Traffic Signal Modification” shall be considered as included in the lump sum cost paid per each intersection listed in the bid schedule for the various items of work performed and shall include furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in installation of all foundations, traffic signal poles, backup battery systems, count-down pedestrian signal heads, conduit, cables, accessible pedestrian signals (APS), controller units, video detection systems (VDS), and emergency vehicle detectors specified herein, tested, and as necessary for a complete and functioning system to the satisfaction of the Engineer, and no additional compensation shall be made therefor.
c) Full compensation for “Roadside Sign Lighting System” shall be considered as included in the lump sum cost paid per each location listed in the bid schedule for the various items of work performed and shall include furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in installation of all foundations, sign poles, signs, solar engines, cables, and accessible pedestrian signals (APS) specified herein, tested, and as necessary for a complete and functioning system to the satisfaction of the Engineer, and no additional compensation shall be made therefor.
d) Full compensation for “Radar Speed Feedback Sign Systems” shall be considered as included in the lump sum cost paid per each location listed in the bid schedule for the various items of work performed and shall include furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in installation of all signs, solar engines, and cables specified herein, tested, and as necessary for a complete and functioning system to the satisfaction of the Engineer, and no additional compensation shall be made therefor.

PART 2 - MATERIAL AND EQUIPMENT

2.1 TYPE 2 POST POLE ASSEMBLY (Type 2 Post)

a) Type 2 Post shall comply with Section 86 -1.02J and Caltrans Standard Plan ES-7A.

2.2 CONDUIT (1-1/2”)

a) Conduit shall be Type 3 as detailed in Caltrans Standard Specification Section 86-1.02B (Conduit and Accessories). Shall comply with Caltrans Standard Specifications 86-1.02B and 87-1.0 3B.

2.3 VIDEO DETECTION SYSTEM (VDS)

a) Video Detection System shall be Iteris Vantage Next Video Detection Camera or approved equal. VDS shall include all cameras, mounting, cabling and processing units and all necessary equipment necessary for a full functioning system.

38077.00180\29080232.9 -280- E-23 ELECTRICAL

2.4 AUDIBLE PEDESTRIAN SIGNAL (APS)

a) Audible Pedestrian Signal shall be PedSafety Guardian Wave APS or approved equal. APS shall include all equipment necessary for a full functioning system.

2.5 CONDUCTORS

a) Conductors shall comply with Caltrans Standard Specifications Section 86 -

1.02F (Conductors and Cables).

2.6 PULL BOX

a) Pull boxes shall be No. 5 and comply with Caltrans Standard Specifications Section 86-1.02C(2)(b) and Caltrans Standard Plan ES-8A. The cover marking shall be "TRAFFIC SIGNAL" for signal and lighting systems.

2.7 CONTROLLER UNIT

a) Traffic signal controller unit shall be Trafficware Commander with Cubic Trafficware Scout Version 85.5 or newer. Traffic signal controller units include software and all equipment necessary for a full functioning system.

2.8 BATTERY BACKUP SYSTEM

a) Battery backup system shall be Alpha Cell 240XTV or approved equal. BBS shall include enclosure and all equipment necessary for a full functioning system.

2.9 PEDESTRIAN SIGNAL HEAD

a) Pedestrian signal heads shall be countdown type and comply with Caltrans Standard Specifications Section 86 -1.02S(3)(b), 86 -1.02S(3)(c), 86 -

1.02S(3)(d), and Caltrans Standard Plan ES-4B.

2.10 EMERGENCY VEHICLE DETECTORS

a) Emergency vehicle detectors shall be GTT Opticom Series 760 series - Optical Detector Model 721 or approved equal. Emergency vehicle detectors shall include detector units, cables, discriminator modules, and all equipment necessary for a full functioning system.

2.11 ROADSIDE SIGN LIGHTING SYSTEM

a) Roadside sign lighting system shall be Carmanah R247 -MX LED Ehanced Sign system and Telespar pole or approved equal. Roadside sign lighting system shall include solar engine, cables, APS, sign pole, signs, foundations, and all equipment necessary for a full functioning system.

2.12 RADAR SPEED FEEDBACK SIGN

38077.00180\29080232.9 -281- E-23 ELECTRICAL

a) Radar speed feedback sign shall be Carmanah Speedcheck-MX Radar Speed sign system or approved equal. Radar speed feedback sign shall include solar engine, sign, cables, and all equipment necessary for a full functioning system.

PART 3 – EXECUTION

3.1 TYPE 2 POST POLE ASSEMBLY
a) Contractor shall furnish and install foundations as shown on the plans or as specified in these special conditions, and as directed by the Engineer.

Contractor shall install all necessary poles and accessories intended for installation on foundations which include, but not limited to anchor bolts, anchor plates, washers, studs, nuts, screws, standoffs, rivets, and fasteners. Shall comply with Caltrans Standard Specifications Section 87 -1.03U (Push Button Assemblies).

3.2 CONDUIT

a) Conduit shall comply with Caltrans Standard Specifications Section 87-1.03B, Conduit Installation.

3.3 VIDEO DETECTION SYSTEM (VDS)
a) Contractor shall install all equipment specified in this section and necessary accessories intended for installation as shown on the plans or as specified in these special conditions, and manufacturer’s specifications, and as directed by the Engineer.

3.4 AUDIBLE PEDESTRIAN SIGNAL (APS)

a) Contractor shall install all equipment specified in this section and necessary accessories intended for installation as shown on the plans or as specified in these special conditions, Caltrans Standard Specification Section 87-1.03T, manufacturer’s specifications, and as directed by the Engineer.

3.5 CONDUCTORS/CABLES

a) Conductors and cables shall comply with Caltrans Standard Specifications Section 87-1.03F, Conductors and Cables Installation.

3.6 PULL BOX
a) Pull box shall comply with Caltrans Standard Specifications Section 87-

1.03C, Installation of Pull Boxes.

3.7 CONTROLLER UNIT

a) Contractor shall furnish the controller unit at least 6 weeks in advance to the City of Miplitas for testing and programming. The City will notify the contractor to pick up the controller unit after testing and programing.

b) Contractor shall install all equipment specified in this section and necessary accessories intended for installation as shown on the plans or as specified in these special conditions, and manufacturer’s specifications, and as directed by the Engineer.

38077.00180\29080232.9 -282- E-23 ELECTRICAL

3.8 BATTERY BACKUP SYSTEM
a) Contractor shall install all equipment specified in this section and necessary accessories intended for installation as shown on the plans or as specified in these special conditions, Caltrans Standard Specification Section 87-

1.01D(2)(c) (Battery Backup System), manufacturer's specifications, and as directed by the Engineer.

3.9 PEDESTRIAN SIGNAL HEAD
a) Pedestrian signal head shall comply with Caltrans Standard Specifications Section 87-1.03S, Pedestrian Signal Heads.

3.10 EMERGENCY VEHICLE DETECTOR
a) Contractor shall install all equipment specified in this section and necessary accessories intended for installation as shown on the plans or as specified in these special conditions, manufacturer's specifications, and as directed by the Engineer.

3.11 ROADSIDE SIGN LIGHTING SYSTEM
a) Contractor shall install all equipment specified in this section and necessary accessories intended for installation as shown on the plans or as specified in these special conditions, manufacturer's specifications, and as directed by the Engineer.

3.12 RADAR SPEED FEEDBACK SIGN
a) Contractor shall install all equipment specified in this section and necessary accessories intended for installation as shown on the plans or as specified in these special conditions, manufacturer's specifications, and as directed by the Engineer.

END OF SECTION

38077.00180\29080232.9 -283- EXHIBIT “A” – City Standard Forms

EXHIBIT “A” – CITY STANDARD FORMS

38077.00180\29080232.9 -284- EXHIBIT “A” – City Standard Forms

CHANGE ORDER FORM

City of Milpitas
455 E. Calaveras Boulevard
Milpitas, California 93035

CONTRACT CHANGE ORDER NO. __
Date: [INSERT]
To: [CONTRACTOR NAME]
[ADDRESS]
[ADDRESS]
Attn: [CONTRACTOR REP]
Project: [INSERT]
This Change Order covers changes to the contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order items for the amount agreed upon between the Contractor and City of Milpitas and set forth herein.

Item
No. Description of Changes
Increase/
(Decrease)
in Contract
Amount
Contract
Time
Extension,
Days
1 2

Totals $

Original Contract Amount: $XX.00
Change by Previous Change Order(s): $XX.00
Contract Price Prior to this Change Order: $XX.00
Current Change Order Amount: $XX.00
Revised Contract Amount including this Change Order: $XX.00

38077.00180\29080232.9
285 EXHIBIT “A” – City Standard Forms

The Contract Price and Contract Time shall be adjusted as set forth above. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work on account of said Change Order. The Contractor agrees to furnish all labor and materials and perform all other necessary work, inclusive of the directly or indirectly related to the approved time extension, required to complete the Change order items. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that the Change Order shall be effective when approved by the City.

Contractor accepts the terms and conditions stated above as full and final settlement of any and all claims arising out of or related to the subject of this Change Order and acknowledges that the compensation (time and cost) set forth herein comprises the total compensation due for the work or change defined in the Change Order, including all impact on any unchanged work. By signing this Change Order, the Contractor acknowledges and agrees that the stipulated compensation includes payment for all Work contained in the Change Order, plus all payment for any acceleration or interruption of schedules, extended overhead costs, delay, and all impact or cumulative impact on all Work under this Contract. The signing of this Change Order acknowledges full mutual accord and satisfaction for the change and that the stated time and/or cost constitute the total equitable adjustment owed the Contractor as a result of the change. The Contractor hereby releases and agrees to waive all rights, without exception or reservation of any kind whatsoever, to file any further claim or request for equitable adjustment of any type, for any reasonably foreseeable cause that shall arise out of, or as a result of, this Change Order and/or its impact on the remainder of the Work under the Contract.

Accepted:
(Signature) Contractor’s Authorized Representative Date Recommended:

(Signature) [**INSERT NAME, TITLE**] Date
Approved:

(Signature) [**INSERT NAME, TITLE**] Date

This Contract Change Order consists of 2 pages and any exhibits attached to this Contract Change Order shall not be part of the Contract Change Order unless specifically initialed by or on behalf of both the Contractor and the City of Milpitas.

Contract Change Order #

38077.00180\29080232.9
286 EXHIBIT “A” – City Standard Forms

CITY TRUCK ROUTE MAP

38077.00180\29080232.9
287 EXHIBIT “A” – City Standard Forms

SPECIAL EQUIPMENT

38077.00180\29080232.9
288 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
289 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
290 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
291 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
292 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
293 EXHIBIT “A” – City Standard Forms

City of Milpitas
455 E. Calaveras Blvd.

Milpitas, California 95035

Date

Contractor
Address

Subject: Project #, name

NOTICE OF INTENT TO AWARD

Dear Mr. _______:

The Milpitas City Council, at its meeting of __________, is scheduled to award the subject project to your company. Enclosed are the following documents, which require the signature of representatives of your company:
1 Contract 2 copies

2. Faithful Performance Bond 2 copies

3. Payment Bond 2 copies

4. Data Sheet: Regarding Bonding Co. 1 copy

5. Certificate of Insurance 1 copy

6. Data Sheet: Regarding Insurance Co. 1 copy

7. Certificate of Worker’s Compensation Insurance 1 copy

8. Contractor’s Certificate Relating To Worker’s Compensation Insurance 1 copy

9. Data Sheet: Regarding Worker’s Compensation Insurance Co. 1 copy

10. City Business License 1 copy

11. Taxpayer Identification Number and Certification 1 copy

12. Apprenticeship Standards 1 copy

13. Urban Runoff Prevention, BMP, SWPPP Acknowledgement 1 copy

Please refer to the project specifications regarding the time limit for execution of the contract with the City.

Your attention is also directed to Specification Special Conditions and elsewhere within the Contract Documents regarding the start of the first chargeable day, and other items to be completed by the contractor prior to receiving a notice-to-proceed.

Please return the signed construction contract, bonding and insurance documents to my attention by _________ (to facilitate a timely completion). In addition, please submit a construction schedule, SWPPP, traffic control plan including staging and haul route, concrete mix design, R-bar, notices, site video, Contractor Safety Plan, Contractor’s Caltrans permit, and other (refer to the Special Conditions for additional items) for review by ______________. Please contact me at (408) 586-____ to schedule a pre-construction conference.

Your attention is directed to Specification Special Conditions which requires the attendance of the Contractor’s Representative and Job Superintendent at the pre-construction conference. Please be advised that no work may proceed until the contract documents have been fully executed and your copy of the notice to proceed is issued to you.

Sincerely,

______________
Project Engineer

Enclosure

38077.00180\29080232.9
294 EXHIBIT “A” – City Standard Forms

City of Milpitas
455 E. Calaveras Blvd.

Milpitas, California 95035

Date

Contractor

Subject: Project #, name
Notice of Award

Dear _____________ ____:

The Milpitas City Council, at its meeting of ___________, has awarded the subject project to your company.

The contract document forms (including the bonds, insurances, business license, and other related documents) had been previously sent to you via the notice of intent to award. Please refer to the project specifications regarding the time limit for execution of the contract with the City. Your attention is also directed to Specification Special Conditions and elsewhere within the Contract Documents regarding the start of the first chargeable day, and other items to be completed by the contractor prior to receiving a notice-to-proceed.

Please return the signed construction contract, bonding and insurance documents to my attention by _____________ (to facilitate a timely completion). In addition, please submit a construction schedule, SWPPP, traffic control plan including staging and haul route, concrete mix design, R-bar, notices, site video, Contractor Safety Plan, Contractor’s Caltrans permit, and other (refer to the Special Conditions for additional items) for review by _______________. Please contact me at (408) 586-3___ to schedule a pre-construction conference. Your attention is directed to the Special Conditions, which requires the attendance of the Contractor’s Representative and Job Superintendent at the pre-construction conference. Please be advised that no work may proceed until the contract documents have been fully executed and your copy of the notice to proceed is issued to you.

Sincerely,

________________
Project Engineer

38077.00180\29080232.9
295 EXHIBIT “A” – City Standard Forms

NOTICE TO PROCEED

Date: _____________________

TO: _____________________________________________
ADDRESS: _______________________________________
PROJECT: ________________________________________

You are notified that the Contract Time under the above contract will commence to run on _____________________. By that date, you are to start performing your obligations under the Contract Documents. In accordance with Section D, the date of final completion is _____________________.

Before you may start any Work at the site, you must: (conditions if applicable)

________________________________________________________________________

________________________________________________________________________

CITY OF MILPITAS,
A Municipal Corporation

By :

Title:

38077.00180\29080232.9
296 EXHIBIT “A” – City Standard Forms

SUBMITTAL COVER SHEET

SUBMITTAL NO. : DATE SUBMITTED:

PROJECT:__________________________________ PROJECT #:

FROM: GENERAL CONTRACTOR TO: CITY OF MILPITAS

ENGINEERING DIVISION
455 E. CALAVERAS BLVD.

MILPITAS, CA 95035
Phone #: Attn.:

Specification Check If Substitution
Item Section/Plan Sheet Submittal Description or Exception Comment / Date Required

1 2
3 4
5 ________________________________________________________________________________ I certify that this submittal is in conformance with the requirements of the Contract Documents and is not in conflict with other submittals. Any proposed submittal substitution or exception is fully indicated within the submittal, and the proposed substitution or exception is in compliance with the Contract Documents. __________________________________
General Contractors Signature

DESIGN CONSULTANT RESPONSE: Date Received: __________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________ Reviewer: ____ Date Transmitted to City:____________________________________________

CITY RESPONSE: Date Received: _______
NO EXCEPTIONS NOTED – The City does not find any exceptions to the submittal, relying solely upon information provided in the submittal including the contractor’s certification, and subject to its compatibility with future submittals and additional partial submittals for portions of the work not covered in this submittal. Does not constitute acceptance or deletion of specified or required items not shown in a partial submittal.

MAKE CORRECTIONS NOTED – The same as above, except that minor corrections as noted by the Engineer shall be made by the Contractor. No resubmittal is required.

REVISE AND RESUBMIT – Rejected due to noncompliance with the requirements of the project plans and Specifications because of major inconsistencies or errors which shall be resolved or corrected by the Contractor prior to subsequent review by the Engineer.

38077.00180\29080232.9
297 EXHIBIT “A” – City Standard Forms

SUBMIT SPECIFIED ITEM – Submittal is rejected because the submitted material does not conform to the requirements of the project plans and specifications in major respects. This material is not to be resubmitted, and it is expected that the material specified in the project plans and specifications be submitted.

City Reviewer: Date:

38077.00180\29080232.9
298 EXHIBIT “A” – City Standard Forms

REQUEST FOR INFORMATION

RFI #: __________ DATE CREATED:

PROJECT:__________________________________ PROJECT #:

FROM: GENERAL CONTRACTOR TO: CITY OF MILPITAS

ENGINEERING DIVISION
455 E. CALAVERAS BLVD.

MILPITAS, CA 95035

Phone #: ATTN.:

Subject:

INFORMATION REQUESTED: Date Required:

Specification/Plan Sheet Reference:

I certify that this is not a frivolous Request For Information and that I have completely reviewed all project Contract Documents and to the best of my professional judgment have determined that the information requested is not obvious or found.

______________________________________
General Contractor Signature
________________________________________________________________________________

DESIGN CONSULTANT RESPONSE: Date RFI Received:

Response by Date Answered:
________________________________________________________________________________

CITY RESPONSE: Date RFI Received:

Response by Date Answered:

38077.00180\29080232.9
299 EXHIBIT “A” – City Standard Forms

NOTICE OF NON-COMPLIANCE

Date & Time Issued:

To:

Project: Project Number:

In accordance with General Conditions of the Project Specifications, you are hereby notified that the following work is defective and does not comply with the requirements of the Project Contract Documents:

Work found to be defective or not in compliance with the Contract Documents shall not be paid for by the City, and it shall be the Contractor's responsibility to remove and replace the defective Work at no additional cost to the City. The Contractor shall determine what corrective action is necessary to bring the Work into compliance, and shall notify the Engineer prior to starting corrective action.

City Project Manager:

City Inspector:

Notice of Non-Compliance was received by: / /

38077.00180\29080232.9
300 EXHIBIT “A” – City Standard Forms

FIELD MEMORANDUM

Date: Page 1 of
To:

From:

Project:

Subject:

Disclaimer:

All work shall be done in accordance with the Contract Documents. The written direction above provides clarification only. The Contractor acknowledges that any additional cost shall be authorized in advance in a fully executed Contract Change Order.

Signature

CC:

38077.00180\29080232.9
301 EXHIBIT “A” – City Standard Forms

Project Punchlist

Project:_________________________
Contractor:______________________
Punchlist Acknowledged:__________
Project Eng.:___________________ Inspector:____________________ Date:_____________ Item Date Item
Entered
Description Item
Completed
Date Initial
Part A Standing Items
1 The contractor shall submit a full set of As-built /Record Drawings showing the work performed and pothole information. Include contractor’s signature, contractor’s name, state license # and phone # of general contractor name and subcontractors-paving, striping, loops on the title sheet.

2 Submit written warranties in accordance with the Specifications:

Warranty bonds from surety and contractor’s letterhead for warranty per appendix sample-page 151. If not applicable check here.

3 Operation/Maintenance Manuals have been received in full numbers specified. If not applicable check here.

4 Deliverables (i.e. special tools or spare parts) have been received as specified. If not applicable check here.

5 Training has been performed as specified.

If not applicable check here.

6 Verify that all Building Permits have been signed off.

If not applicable check here.

7 Verify Certificate of Monumentation has been received.

If not applicable check here.

8 Ordinance 238 (Landscape/Sprinkler has been completed).

If not applicable check here.

9 Verify that Planning Department Conditions have been met.

If not applicable check here.

10 Compliance with Special Conditions
If not applicable check here.

11 Compliance with Reclaimed Water Requirements
If not applicable check here.

12 Submit lien releases from all subcontractors and suppliers. 13 Submit complete certified payroll.

Part B Project Specific Items
14 Construction Water Meter(s) returned.

38077.00180\29080232.9
302 EXHIBIT “A” – City Standard Forms

ESCROW AGREEMENT

SECURITY DEPOSITS IN LIEU OF RETENTION

This Escrow Agreement is made and entered into effective (date) ___________by and between City of Milpitas whose address is 455 E Calaveras Blvd. Milpitas, CA 95035-5479 hereinafter called “Owner,” whose address is hereinafter called “Contractor” and whose address is hereinafter called “Escrow Agent.” For the consideration hereinafter set forth, the Owner, Contractor, and Escrow Agent agree as follows:

(1) Pursuant to Section 22300 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by Owner pursuant to the Construction Contract entered into between the Owner and Contractor for _____________ in the amount of ____________________ dated _________________ (hereinafter referred to as the “Contract”). Alternatively, on written request of the Contractor, the Owner shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the Owner within 10 days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the Owner and Contractor. Securities shall be held in the name of Owner and shall designate the Contractor as the beneficial owner.

(2) The Owner shall make progress payments to the Contractor for those funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above.

(3) When the Owner makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until the time that the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the Owner pays the Escrow Agent directly.

(4) Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the Escrow Account and all expenses of the Owner. These expenses and payment terms shall be determined by the Owner, Contractor, and Escrow Agent.

(5) The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the Owner.

(6) Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from the Owner to the Escrow Agent that Owner consents to the withdrawal of the amount sought to be withdrawn by Contractor.

(7) The Owner shall have a right to draw upon the securities in the event of default by the Contractor.

Upon seven days written notice to the Escrow Agent from the owner of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the Owner.

(8) Upon receipt of written notification from the Owner certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges.

38077.00180\29080232.9
303 EXHIBIT “A” – City Standard Forms

(9) Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant in Sections (5) to (8), inclusive, of this Agreement and the Owner and Contractor shall hold Escrow Agent harmless from Escrow Agent’s release and disbursement of the securities and interest as set forth above.

(10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of the Owner and on behalf of the Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:

On behalf of Owner: On behalf of Contractor:

City Manager
Title Title

Name Name

Signature Signature

Address Address

On behalf of Escrow Agent:

Title

Name

Signature

Address

38077.00180\29080232.9
304 EXHIBIT “A” – City Standard Forms

At the time the Escrow Account is opened, the Owner and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement.

IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above.

Owner Contractor

Title Title

Name Name

Signature Signature

38077.00180\29080232.9
305 EXHIBIT “A” – City Standard Forms

COST PROPOSAL FORM (See General Conditions, Contract Change Orders)

Date: ________________ Project Number ______________ In Response To ___________________ (RFP #, etc.)

To: City of Milpitas
455 East Calaveras Boulevard
Milpitas, CA 95035

Brief description of change(s):

ITEM DESCRIPTION PRIME
CONTR.

SUB 1

SUB 2

SUB 3

TOTAL

Material
Direct Labor Cost
Equipment
Other (Specify) Extended
Overhead

Total Cost

Subcontractor’s Overhead and
Profit (15% max)

Contractor’s Overhead and Profit
on Labor & Materials (15% max)

Contractor’s Overhead and Profit
on Equipment (10% max)

Mark-Up for Subcontractor’s work
(5% max)

Bonds
(% of total cost above not
including any O/P)

GRAND TOTAL

REQUESTED CHANGE IN CONTRACT TIME (DAYS)

By: _________________________________ (Firm Name)

Signature: ___________________________ Date: ________________

Title: _______________________________

38077.00180\29080232.9
306 EXHIBIT “A” – City Standard Forms

City of Milpitas
455 E. Calaveras Boulevard
Milpitas, California 93035

Contract change order no. __
Date: [INSERT]
To: [CONTRACTOR NAME]
[ADDRESS]
[ADDRESS]
Attn: [CONTRACTOR REP]
Project: [INSERT]
This Change Order covers changes to the contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order items for the amount agreed upon between the Contractor and City of Milpitas and set forth herein.

Item
No. Description of Changes
Increase/
(Decrease)
in Contract
Amount
Contract
Time
Extension,
Days
1 2

Totals $

Original Contract Amount: $XX.00
Change by Previous Change Order(s): $XX.00
Contract Price Prior to this Change Order: $XX.00
Current Change Order Amount: $XX.00
Revised Contract Amount including this Change Order: $XX.00

38077.00180\29080232.9
307 EXHIBIT “A” – City Standard Forms

The Contract Price and Contract Time shall be adjusted as set forth above. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work on account of said Change Order. The Contractor agrees to furnish all labor and materials and perform all other necessary work, inclusive of the directly or indirectly related to the approved time extension, required to complete the Change order items. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that the Change Order shall be effective when approved by the City.

Contractor accepts the terms and conditions stated above as full and final settlement of any and all claims arising out of or related to the subject of this Change Order and acknowledges that the compensation (time and cost) set forth herein comprises the total compensation due for the work or change defined in the Change Order, including all impact on any unchanged work. By signing this Change Order, the Contractor acknowledges and agrees that the stipulated compensation includes payment for all Work contained in the Change Order, plus all payment for any acceleration or interruption of schedules, extended overhead costs, delay, and all impact or cumulative impact on all Work under this Contract. The signing of this Change Order acknowledges full mutual accord and satisfaction for the change and that the stated time and/or cost constitute the total equitable adjustment owed the Contractor as a result of the change. The Contractor hereby releases and agrees to waive all rights, without exception or reservation of any kind whatsoever, to file any further claim or request for equitable adjustment of any type, for any reasonably foreseeable cause that shall arise out of, or as a result of, this Change Order and/or its impact on the remainder of the Work under the Contract.

Accepted:
(Signature) Contractor’s Authorized
Representative

Date
Recommende
d:

(Signature) Roberto Alonzo, Public Works
Division Manager - Engineering

Date
Approved:

(Signature) Matt Cano, Assistant City Manager /
Acting City Engineer

Date

This Contract Change Order consists of 2 pages and any exhibits attached to this Contract Change Order shall not be part of the Contract Change Order unless specifically initialed by or on behalf of both the Contractor and the City of Milpitas.

Contract Change Order #

38077.00180\29080232.9
308 EXHIBIT “A” – City Standard Forms

WEEKLY STATEMENT OF DAYS CHARGED TO CONTRACT

City of Milpitas
Engineering Division
Date:___________

Project:____________________________________________________Project No. ___________

Weekly Statement No. :___________

Notice of Project Award Issued:____________, Notice To Proceed Issued: ____________

The following statement shows the number of ____________________ days charged to the contract
(Calendar or Working)

for the week ending: _____________.

1. First chargeable day of the Contract: ___________________

2. Number of Days in the Contract: ___________________

3. Contractual completion date: ___________________
( = #1 + #2)

4. Days added by Contract Change Order: ___________________

5. Days not charged to Contract (note reason below): ___________________

6. Revised completion date based on #4 and/or #5: ___________________ ( = #3 + #4 + #5)

Total number of Days charged to the Contract as of this Statement:___________________

Total number of Days remaining as of this Statement: ___________________

Notes:
____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________ ________________________
_________________________ __________________________ City Project Manager City Inspector

Refer to Special Conditions of the Contract Documents. The Contractor has fifteen (15) days to submit written protest of this Statement to the Engineer; otherwise, this Statement shall be deemed to have been accepted by the Contractor.

Accepted By: _____________________________________
Contractors Signature

38077.00180\29080232.9
309 EXHIBIT “A” – City Standard Forms

SAMPLE PROGRESS PAYMENT FORM

Refer to the Special Conditions regarding requirements for requesting Progress Payments.

38077.00180\29080232.9
310 EXHIBIT “A” – City Standard Forms

Contractor’s Letter Head

GUARANTY / WARRANTY

TO: CITY OF MILPITAS, for the (project name), Project (#), in Milpitas, CA.

The undersigned guarantees all construction performed on this project and also guarantees all material and equipment incorporated therein Contractor hereby grants to Owner for a period of one (1) year following the date of acceptance of the Work by the City of Milpitas or such longer period specified in the Contract Documents, its unconditional warranty of the quality and adequacy of all of the Work including, without limitation, all labor, materials and equipment provided by Contractor and its Subcontractors of all tiers in connection with the Work.

Neither final payment nor use or occupancy of the Work performed by the Contractor shall constitute an acceptance of work not done in accordance with this Guaranty or relieve Contractor of liability with respect to any express warranties or responsibilities for faulty materials or workmanship. Contractor shall remedy any defects in the Work and pay for any damage resulting there from which shall appear within one (1) year, or longer if specified, from the date of acceptance as described above.

Should any of the materials or equipment prove defective or should the Work as a whole prove defective, due to faulty workmanship, material furnished or methods or installation, or should the Work or any part thereof fail to operate properly as originally intended and in accordance with the Contract Documents due to any of the above causes within one (1) year after date of acceptance, or such longer period specified in the Contract Documents, Contractor shall: (1) reimburse Owner, upon demand, for its expenses incurred in restoring said Work to the condition contemplated in the Contract Documents, including the cost of any such equipment or materials replaced and the cost of removing and replacing any other work necessary to make such replacement or repairs, or (2) upon demand by Owner, replace any such material and to immediately repair said Work completely without cost to Owner so that said Work will function successfully as originally contemplated.

Inspection of the work shall not relieve Contractor of any of its obligations under the Contract Documents. Even though equipment, materials, or work required to be provided under the Contract Documents have been inspected, accepted, and estimated for payment, Contractor shall, at its own expense, replace or repair any such equipment, material, or work found to be defective or otherwise not to comply with the requirements of the Contract Documents up to the end of the guaranty period.

Owner shall have the unqualified option to make any needed replacement or repairs itself or to have such replacements or repairs done by Contractor. In the event Owner elects to have said work performed by Contractor, Contractor shall make such repairs within a reasonable period of time after the receipt of demand from Owner; provided, however, that in no event shall such period exceed twenty-five (25) days.

All definition of terms used in this Agreement shall have the meanings set forth in the Project Specifications, Special Conditions, Definitions of Words and Terms.

38077.00180\29080232.9
311 EXHIBIT “A” – City Standard Forms

The foregoing Guaranty is in addition to any other warranties by Contractor contained in the Contract Documents, and not in lieu of, any and all other liability imposed on Contractor under the Contract Documents and by law with respect to Contractor’s duties, obligations, and performance under the Contract Documents. In the event of any conflict or inconsistency between the terms of this Guaranty and any warranty or obligation of the Contractor under the Contract Documents or by law, such inconsistency or conflict shall be resolved in favor of the higher level of obligation of the Contractor.

CONTRACTOR:

Corporate
Seal:

Name of Firm

Signature Date

Title

___________________________________________
Signature Date

Title

38077.00180\29080232.9
312 EXHIBIT “A” – City Standard Forms

CONSTRUCTION CHANGE DIRECTIVE NO:___

City of Milpitas
Engineering Division

Project Name Project No: ______________ PAGE 1 of

TO:_________________________________

FROM: ___________ DATE: _____________________

SUBJECT/ITEM:
____________________________________________________________________________

DESCRIPTION:

References:

Attachments:

CONSTRUCTION CHANGE DIRECTIVE INSTRUCTIONS:

The Contractor is directed to proceed with the above-described work without change in contract price.

The Contractor is directed to proceed with the above-described work and submit within the next 14 calendar days an itemized lump sum price and requested time extension, if any, to facilitate the review and settlement of this CCD in accordance with the Contract Documents. The cost of the work covered by this directive shall not exceed $. In the event that the cost of this work is anticipated to exceed the amount above, the Contractor will notify the City/Agency in writing and obtain additional authorization before proceeding.

The Contractor is directed to proceed with the above-described work on a time and material basis with a Not-To-Exceed Amount of $0. Itemized time and material documentation shall be provided on a daily basis in accordance with the Contract Documents.

The Contractor shall be paid at bid item prices for the work performed.

The Contractor is directed to provide pricing for the above-described work within the next 7 calendar days. The Contractor shall not proceed with the work until authorized by written Contract Change Order.

38077.00180\29080232.9
313 EXHIBIT “A” – City Standard Forms

AUTHORIZED BY: ACKNOWLEGEMENT OF RECEIPT:

City of Milpitas

OWNER CONTRACTOR

BY: By:

DATE DATE

38077.00180\29080232.9
314 EXHIBIT “A” – City Standard Forms

Construction Recycled Water Application

38077.00180\29080232.9
315 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
316 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
317 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
318 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
319 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
320 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
321 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
322 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
323 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
324 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
325 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
326 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
327 EXHIBIT “A” – City Standard Forms

38077.00180\29080232.9
328 EXHIBIT “A” – City Standard Forms

CITY OF MILPITAS

ENGINEERING DIVISION

BID SUMMARY
Bid Opening Date: 4/8/2026
MCK Services, Inc. Radius Earthwork, Inc. McGuire and Hester Bay Cities Paving & Grading, Inc.

Interstate Grading &
Paving, Inc. McKim Corporation O'Grady Paving, Inc. Cato's General Engineering Inc Precision Grade Joseph J Albanese Inc
Item DESCRIPTION QTY UNIT Unit Price Item Total Item Total Item Total Item Total Item Total Item Total Item Total Item Total Item Total Item Total Item Total 1 MOBILIZATION (5% Max) 1 LS $200,000.00 $200,000.00 $165,000.00 $165,000.00 $115,375.00 $155,872.50 $165,000.00 $198,000.00 $13,000.00 $142,000.00 $70,000.00 $50,000.00 $222,000.00 $219,500.00 2 NEIGHBORHOOD NOTIFICATION 1 LS $7,500.00 $7,500.00 $7,000.00 $7,000.00 $12,500.00 $10,500.00 $2,427.50 $10,000.00 $10,000.00 $80,000.00 $20,000.00 $15,000.00 $10,800.00 $10,000.00 3 TRAFFIC CONTROL (10% Max) 1 LS $400,000.00 $400,000.00 $149,000.00 $149,000.00 $152,807.00 $138,600.00 $280,000.00 $268,000.00 $250,000.00 $360,000.00 $170,000.00 $125,000.00 $445,000.00 $280,777.00 4 MONUMENT REFERENCING (INCL
PRE AND POST CONSTRUCTION) 1 LS $30,000.00 $30,000.00 $24,000.00 $24,000.00 $23,400.00 $24,570.00 $30,000.00 $23,400.00 $25,000.00 $44,200.00 $31,000.00 $12,500.00 $44,200.00 $28,000.00 5 WATER POLLUTION CONTROL PLAN 1 LS $40,000.00 $40,000.00 $10,000.00 $10,000.00 $15,500.00 $3,150.00 $7,500.00 $17,440.20 $10,000.00 $14,340.00 $20,000.00 $10,000.00 $6,300.00 $12,000.00 6 TYPE II - FIBERIZED SLURRY SEAL
WITH CRACK SEAL 13,900 SY $8.00 $111,200.00 $5.00 $69,500.00 $67,971.00 $71,307.00 $73,670.00 $82,010.00 $72,975.00 $97,878.00 $75,060.00 $82,010.00 $75,383.00 $116,760.00 7 HOT MIX ASPHALT (TYPE A) - 1.5", 2",

2.5" 4,360 TON $145.00 $632,200.00 $115.00 $501,400.00 $554,330.40 $532,007.20 $518,840.00 $559,693.20 $566,800.00 $528,847.40 $632,200.00 $763,000.00 $645,280.00 $620,210.00 8 RUBBERIZED HOT MIX ASPHALT (TYPE
G) - 1.5", 2.5" 4,180 TON $175.00 $731,500.00 $140.00 $585,200.00 $639,498.20 $657,764.80 $693,880.00 $718,291.20 $627,000.00 $684,029.50 $794,200.00 $752,400.00 $827,640.00 $749,265.00 9 BASE REPAIR (4" Thick) 580 SF $7.00 $4,060.00 $7.50 $4,350.00 $4,379.00 $7,615.40 $3,190.00 $5,249.00 $4,640.00 $13,907.00 $4,495.00 $5,220.00 $6,380.00 $6,960.00 10 BASE REPAIR (5" Thick) 1,190 SF $7.50 $8,925.00 $8.00 $9,520.00 $9,103.50 $12,495.00 $7,437.50 $11,816.70 $10,710.00 $15,686.00 $11,424.00 $13,387.50 $11,900.00 $14,280.00 11 BASE REPAIR (5.5"Thick) 6,500 SF $8.00 $52,000.00 $8.00 $52,000.00 $55,575.00 $49,140.00 $42,250.00 $67,340.00 $65,000.00 $48,072.00 $68,900.00 $80,600.00 $52,000.00 $52,000.00 12 BASE REPAIR (6" Thick) 140 SF $12.00 $1,680.00 $20.00 $2,800.00 $3,577.00 $4,410.00 $1,190.00 $4,418.40 $1,680.00 $12,669.00 $1,540.00 $1,890.00 $3,500.00 $4,200.00 13 GEOSYNTHETIC PAVEMENT
INTERLAYER (PAVING FABRIC) 15,000 SY $5.00 $75,000.00 $2.12 $31,800.00 $37,950.00 $36,300.00 $39,000.00 $31,800.00 $45,000.00 $36,900.00 $45,000.00 $128,250.00 $41,850.00 $46,500.00 14 ASPHALT CONCRETE GRINDING - 2" 27,200 SY $5.00 $136,000.00 $4.00 $108,800.00 $121,040.00 $142,800.00 $78,880.00 $88,944.00 $108,800.00 $102,300.00 $156,400.00 $97,920.00 $108,800.00 $115,600.00 15 ASPHALT CONCRETE GRINDING - 2.5" 22,000 SY $6.00 $132,000.00 $4.50 $99,000.00 $115,500.00 $142,780.00 $78,100.00 $89,540.00 $110,000.00 $90,935.00 $158,400.00 $99,000.00 $107,140.00 $107,800.00 16 ASPHALT CONCRETE GRINDING - 3" 15,000 SY $7.00 $105,000.00 $5.50 $82,500.00 $108,000.00 $89,100.00 $53,250.00 $79,050.00 $135,000.00 $69,710.00 $129,750.00 $81,000.00 $77,550.00 $97,500.00 17 SIDEWALK REMOVAL AND
REPLACEMENT 2,090 SF $40.00 $83,600.00 $26.00 $54,340.00 $45,980.00 $54,862.50 $45,980.00 $52,250.00 $62,700.00 $53,129.00 $52,250.00 $66,880.00 $75,240.00 $81,510.00 18 CURB AND GUTTER REMOVAL AND REPLACEMENT (BEYOND RAMP LIMITS) 350 LF $100.00 $35,000.00 $120.00 $42,000.00 $29,750.00 $44,100.00 $44,450.00 $42,000.00 $49,000.00 $24,500.00 $42,000.00 $33,950.00 $58,800.00 $65,800.00 19 INSTALL CURB RAMP (PER CALTRANS
STD DWGs) 37 EA $12,000.00 $444,000.00 $7,000.00 $259,000.00 $188,700.00 $260,295.00 $259,000.00 $247,900.00 $362,600.00 $247,900.00 $247,900.00 $292,300.00 $484,700.00 $513,560.00 20 SURFACE APPLIED DETECTABLE
WARNING SURFACE 1 EA $500.00 $500.00 $1,500.00 $1,500.00 $750.00 $1,575.00 $1,000.00 $1,500.00 $2,000.00 $1,500.00 $1,500.00 $1,800.00 $1,940.00 $3,400.00 21 ADJUST MONUMENT COVER TO
GRADE 26 EA $1,800.00 $46,800.00 $1,200.00 $31,200.00 $28,600.00 $24,570.00 $28,600.00 $27,300.00 $31,200.00 $28,600.00 $20,800.00 $23,322.00 $28,600.00 $36,400.00 22 ADJUST WATER VALVE COVER TO GRADE 79 EA $1,500.00 $118,500.00 $1,100.00 $86,900.00 $86,900.00 $58,065.00 $86,900.00 $82,950.00 $94,800.00 $86,900.00 $63,200.00 $70,863.00 $86,900.00 $110,600.00 23 ADJUST GAS VALVE COVER TO GRADE 2 EA $1,500.00 $3,000.00 $1,100.00 $2,200.00 $2,200.00 $1,470.00 $2,200.00 $2,100.00 $2,400.00 $2,200.00 $1,600.00 $2,400.00 $2,200.00 $2,800.00 24 ADJUST FLUSHING INLET COVER TO GRADE 1 EA $1,500.00 $1,500.00 $1,900.00 $1,900.00 $1,400.00 $1,575.00 $1,400.00 $1,050.00 $1,600.00 $1,400.00 $1,000.00 $1,200.00 $1,400.00 $1,800.00 25 ADJUST STORM SEWER MANHOLE FRAME AND COVER TO GRADE 39 EA $2,000.00 $78,000.00 $1,500.00 $58,500.00 $54,600.00 $49,140.00 $54,600.00 $62,400.00 $62,400.00 $54,600.00 $46,800.00 $38,220.00 $54,600.00 $70,200.00 26 ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE 20 EA $2,000.00 $40,000.00 $1,500.00 $30,000.00 $28,000.00 $25,200.00 $28,000.00 $32,000.00 $32,000.00 $28,000.00 $24,000.00 $19,600.00 $28,000.00 $36,000.00 27 ADJUST WATER MANHOLE FRAME AND COVER TO GRADE 2 EA $2,000.00 $4,000.00 $1,500.00 $3,000.00 $2,800.00 $1,890.00 $2,800.00 $3,200.00 $3,200.00 $2,800.00 $3,000.00 $2,400.00 $2,800.00 $3,600.00 Apparent Low Bidder
DeSilva GatesUnit Cost
(Eng Est)
Project Name: STREET RESURFACING 2026
Project No.: 4307
Engineer's Estimate
1

28 ADJUST STORM DRAIN DRAINAGE INLET TO GRADE 7 EA $6,000.00 $42,000.00 $1,500.00 $10,500.00 $24,500.00 $11,025.00 $25,900.00 $10,500.00 $12,250.00 $10,500.00 $77,000.00 $12,110.00 $33,600.00 $11,200.00 29 TRAFFIC LINE - DETAIL 2 2,340 LF $3.00 $7,020.00 $1.75 $4,095.00 $3,978.00 $4,188.60 $2,925.00 $2,925.00 $4,680.00 $3,987.00 $4,446.00 $93,360.00 $3,978.00 $3,276.00 30 TRAFFIC LINE - DETAIL 9 2,600 LF $3.00 $7,800.00 $1.70 $4,420.00 $4,420.00 $4,654.00 $3,250.00 $3,250.00 $5,200.00 $4,420.00 $4,940.00 $10,400.00 $4,420.00 $3,640.00 31 TRAFFIC LINE - DETAIL 22 2,820 LF $6.00 $16,920.00 $3.75 $10,575.00 $10,575.00 $11,110.80 $9,870.00 $9,870.00 $12,126.00 $10,575.00 $11,280.00 $14,100.00 $10,757.00 $11,280.00 32 TRAFFIC LINE - DETAIL 25 100 LF $3.00 $300.00 $1.90 $190.00 $190.00 $200.00 $225.00 $225.00 $220.00 $190.00 $210.00 $400.00 $190.00 $250.00 33 TRAFFIC LINE - DETAIL 27B 6,620 LF $2.50 $16,550.00 $1.75 $11,585.00 $11,585.00 $12,180.80 $13,240.00 $13,240.00 $13,240.00 $11,585.00 $12,578.00 $14,233.00 $11,585.00 $13,240.00 34 TRAFFIC LINE - DETAIL 29 635 LF $11.00 $6,985.00 $7.40 $4,699.00 $4,603.75 $4,832.35 $4,445.00 $4,445.00 $5,080.00 $4,603.75 $5,080.00 $6,350.00 $5,080.00 $5,080.00 35 TRAFFIC LINE - DETAIL 32 1,000 LF $11.00 $11,000.00 $7.00 $7,000.00 $7,000.00 $7,350.00 $6,000.00 $6,000.00 $8,000.00 $7,000.00 $8,000.00 $10,000.00 $7,000.00 $8,000.00 36 TRAFFIC LINE - DETAIL 38 500 LF $4.00 $2,000.00 $2.50 $1,250.00 $1,250.00 $1,315.00 $1,500.00 $1,500.00 $1,400.00 $1,250.00 $1,375.00 $1,750.00 $1,250.00 $1,500.00 37 TRAFFIC LINE - DETAIL 39 3,230 LF $2.50 $8,075.00 $1.80 $5,814.00 $5,652.50 $5,943.20 $6,460.00 $6,460.00 $6,460.00 $5,652.50 $6,460.00 $6,783.00 $6,460.00 $8,075.00 38 TRAFFIC LINE - DETAIL 39a 925 LF $2.50 $2,312.50 $1.80 $1,665.00 $1,618.75 $1,702.00 $1,850.00 $1,850.00 $1,850.00 $1,618.75 $1,850.00 $1,942.50 $1,850.00 $1,850.00 39 PAVEMENT MARKINGS (ARROWS, SYMBOLS, WORDS,
CROSSWALK, LIMIT LINE) 11,900 SF $6.00 $71,400.00 $8.50 $101,150.00 $101,150.00 $106,267.00 $142,800.00 $142,800.00 $107,100.00 $101,150.00 $107,100.00 $130,900.00 $101,150.00 $113,050.00 40 RED CURB PAINT (TWO COATS) 1,380 LF $4.00 $5,520.00 $11.00 $15,180.00 $15,180.00 $15,939.00 $5,520.00 $5,520.00 $16,560.00 $15,180.00 $16,560.00 $6,900.00 $15,180.00 $6,210.00 41 GREEN BIKE LANE MARKING 2,450 SF $15.00 $36,750.00 $11.30 $27,685.00 $27,562.50 $28,934.50 $31,850.00 $31,850.00 $29,400.00 $27,562.50 $29,400.00 $26,950.00 $29,400.00 $33,525.00 42 DIAGONAL BUFFER 1450 LF $5.00 $7,250.00 $4.00 $5,800.00 $5,800.00 $6,090.00 $8,700.00 $8,700.00 $6,670.00 $5,800.00 $7,250.00 $15,950.00 $5,800.00 $6,525.00 43 REMOVE AND REPLACE PAVEMENT SIGN 4 EA $600.00 $2,400.00 $700.00 $2,800.00 $2,800.00 $2,940.00 $2,600.00 $2,600.00 $3,200.00 $2,800.00 $3,200.00 $1,800.00 $2,800.00 $3,100.00 44 RELOCATE/ RESET ROADWAY SIGN 6 EA $700.00 $4,200.00 $420.00 $2,520.00 $2,520.00 $2,646.00 $2,700.00 $2,700.00 $2,700.00 $2,520.00 $3,000.00 $10,800.00 $2,520.00 $2,790.00 45 PORTABLE CHANGEABLE MESSAGE SIGN 2 EA $5,000.00 $10,000.00 $5,000.00 $10,000.00 $3,000.00 $2,730.00 $7,000.00 $4,175.78 $5,800.00 $12,000.00 $15,000.00 $6,000.00 $12,400.00 $10,000.00 46 TRAFFIC SIGNAL MODIFICATION (YELLOWSTONE AVE AND S. PARK VICTORIA DR) 1 LS $100,000.00 $100,000.00 $106,000.00 $106,000.00 $103,525.00 $104,816.25 $99,825.00 $103,525.00 $115,000.00 $103,525.00 $104,000.00 $113,525.00 $99,825.00 $114,000.00 47 TRAFFIC SIGNAL MODIFICA7ION (S. PARK VICTORIA DR AND YOSEMlTE DR) 1 LS $115,000.00 $115,000.00 $114,000.00 $114,000.00 $114,750.00 $116,760.00 $111,200.00 $114,750.00 $130,000.00 $114,750.00 $115,000.00 $124,750.00 $11,200.00 $126,300.00 48 TRAFFIC SIGNAL MODIFICATION (YELLOWSTONE AVE AND
WESTRIDGE DR) 1 LS $135,000.00 $135,000.00 $116,000.00 $116,000.00 $126,850.00 $126,945.00 $120,900.00 $126,850.00 $145,000.00 $126,850.00 $127,000.00 $136,850.00 $120,900.00 $140,000.00 49 TRAFFIC SIGNAL MODIFICATION (YELLOWSTONE AVE AND
LANDESS AVE) 1 LS $70,000.00 $70,000.00 $50,000.00 $50,000.00 $54,325.00 $50,400.00 $48,000.00 $54,325.00 $60,000.00 $54,325.00 $55,000.00 $59,325.00 $48,000.00 $59,800.00 50 TRAFFIC SIGNAL MODIFICATION (S. PARK VICTORIA DR AND LANDESS AVE) 1 LS $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,200.00 $47,040.00 $44,800.00 $40,200.00 $45,000.00 $40,200.00 $41,000.00 $44,200.00 $44,800.00 $44,300.00 51 TRAFFIC SIGNAL MODIFICATION (LANDESS AVE AND CLEAR LAKE AVENUE/TREEWOOD LANE) 1 LS $50,000.00 $50,000.00 $40,000.00 $40,000.00 $47,365.00 $49,875.00 $47,500.00 $47,365.00 $54,000.00 $47,365.00 $48,000.00 $53,065.00 $47,500.00 $52,150.00 52 TRAFFIC SIGNAL MODIFICATION (S. PARK VICTORIA DR AND BIG BASIN DR) 1 LS $105,000.00 $105,000.00 $95,000.00 $95,000.00 $106,710.00 $106,470.00 $101,400.00 $106,710.00 $120,000.00 $106,710.00 $107,000.00 $116,710.00 $101,400.00 $117,500.00 53 ROADSIDE SIGN LIGHTING SYSTEM 1 LS $60,000.00 $60,000.00 $82,000.00 $82,000.00 $58,100.00 $60,585.00 $57,700.00 $58,100.00 $65,000.00 $58,100.00 $58,000.00 $62,100.00 $57,700.00 $64,000.00 54 RAPAR SPEED FEEDBACK SIGN SYSTEMS 1 LS $25,000.00 $25,000.00 $35,000.00 $35,000.00 $26,500.00 $18,742.50 $17,850.00 $26,500.00 $30,000.00 $26,500.00 $27,000.00 $28,500.00 $17,850.00 $29,200.00 $4,480,447.50 $3,377,338.00 $3,417,896.60 $3,512,836.40 $3,555,555.00 $3,746,578.48 $3,765,441.00 * $3,779,722.40 $3,889,148.00 $3,979,866.00 * $4,351,138.00 * $4,396,863.00* MCK Services, Inc. Radius Earthwork, Inc. McGuire and Hester Bay Cities Paving & Grading, Inc.

Interstate Grading &
Paving, Inc. McKim Corporation O'Grady Paving, Inc. Cato's General Engineering Inc Precision Grade Joseph J Albanese Inc
Item DESCRIPTION QTY UNIT Unit Price Item Total Item Total Item Total Item Total Item Total Item Total Item Total Item Total Item Total Item Total Item Total BID ALTERNATE 1
1 MOBILIZATION (5% Max) 1 LS $8,000.00 $8,000.00 $12,000.00 $12,000.00 $10,000.00 $6,510.00 $10,000.00 $2,000.00 $10,000.00 $8,700.00 $5,000.00 $11,900.00 $11,000.00 $12,000.00 2 TRAFFIC CONTROL (10% Max) 1 LS $15,000.00 $15,000.00 $23,000.00 $23,000.00 $20,000.00 $12,967.50 $25,000.00 $15,746.21 $23,000.00 $19,950.00 $25,000.00 $23,000.00 $22,000.00 $20,000.00 3 HOT MIX ASPHALT (TYPE A) - 3", 6" 730 TON $145.00 $105,850.00 $175.00 $127,750.00 $125,231.50 $103,024.90 $160,600.00 $123,574.40 $91,250.00 $156,440.00 $164,250.00 $131,400.00 $138,700.00 $124,100.00 4 ASPHALT CONCRETE GRINDING - 3" 3,240 SY $6.00 $19,440.00 $13.00 $42,120.00 $23,328.00 $142,800.00 $32,400.00 $34,700.40 $64,800.00 $31,655.00 $42,120.00 $17,496.00 $25,920.00 $35,640.00 5 ASPHALT CONCRETE GRINDING - 6" 570 SY $12.00 $6,840.00 $35.00 $19,950.00 $13,110.00 $115,500.00 $14,250.00 $7,774.80 $19,950.00 $14,655.00 $14,820.00 $6,156.00 $5,700.00 $15,390.00 6 ADJUST WATER VALVE COVER TO GRADE 3 EA $1,500.00 $4,500.00 $1,300.00 $3,900.00 $3,900.00 $2,205.00 $4,485.00 $3,150.00 $4,500.00 $7,500.00 $2,400.00 $2,691.00 $3,900.00 $5,400.00 7 ADJUST STORM SEWER MANHOLE FRAME AND COVER TO GRADE 3 EA $2,000.00 $6,000.00 $1,500.00 $4,500.00 $4,800.00 $3,780.00 $5,520.00 $4,800.00 $5,400.00 $7,500.00 $3,000.00 $2,940.00 $4,800.00 $5,400.00 8 TRAFFIC LINES AND PAVEMENT MARKINGS (WORDS, CROSSWALK) 1 LS $6,000.00 $6,000.00 $20,000.00 $20,000.00 $22,500.00 $20,842.50 $22,828.00 $12,750.00 $27,900.00 $20,000.00 $30,000.00 $45,000.00 $19,850.00 $20,000.00 $171,630.00 $253,220.00 $222,869.50 $407,629.90 $275,083.00 $204,495.81 $246,800.00 $266,400.00 $286,590.00 $240,583.00 $231,870.00 $237,930.00 Apparent Low Bidder

BASE CONTRACT WORK
Unit Cost
(Eng Est) Engineer's Estimate
*NOTE: TOTAL AMOUNT WAS MATHMATICALLY CORRECTED BY CITY

BID ALTERNATE CONTRACT WORK
DeSilva Gates
2

DeSilva Gates MCK Services, Inc. Radius Earthwork, Inc. McGuire and Hester Bay Cities Paving & Grading, Inc.

Interstate Grading &
Paving, Inc. McKim Corporation O'Grady Paving, Inc. Cato's General Engineering Inc Precision Grade Joseph J Albanese Inc
TDW Construction JCC, Inc JCC, Inc D's General Engineering JCC, Inc JCC, Inc Johnson Construction Company/ JCC, Inc
Johnson Construction
Company
Spencon Construction
Inc JD Partners Concrete Spencon Construction
Inc Rosas Brothers Spencon Construction
Inc
Spencon Construction
Inc
Spencon Construction
Inc
Union Pavement
Services Inc/Union
Pavement Services Inc
Union Pavement
Services
Union Pavement
Services
Graham Contractors/
American Pavement
System TOC
Union Pavement
Services
Union Pavement
Services
Union Pavement
Services
Union Pavement
Services
Union Pavement
Services Pavement Coatings Co
Rays Electric Bear Electrical Solutions Columbia Electric Inc Bear Electrical Solutions Bear Electrical Solutions Bear Electrical Solutions Bear Electrical Solutions BES Bear Electrical Solutions Columbia Electric Inc Bear Electrical Solutions Kents Oil Services dba
Pacific Northwest Oil Pacific Northwest Oil
Chrisp Company Chrisp Company Chrisp Company Chrisp Company Sierra Traffic Markings Chrisp Company Chrisp Company Chrisp Company Chrisp Company Chrisp Company Cunha Survey Cunha Survey Mike O' Dell Surveys MUE Mike O' Dell Surveys Cunha Survey Reed and Graham Pacific Northwest Oil
Tully Group
Pacific Northwest Oil Pacific Northwest Oil Pacific Northwest Oil Pacific Northwest Oil Pacific Northwest Oil Pacific Northwest Oil Pacific Northwest Oil Pacific Northwest Oil Anrak Corporation Anrak Corporation Anrak Corporation
DR Traffic Control
Mercado Transportation
Crack Seal/Slurry Seal
List of Sub-Contractors
Adjust Iron/Utility Adjustments
Minor Concrete
Milling/Cut
Electrical
Paving Fabric
Prepare WPCP
Paving Fabric & Oil
Tack Coat
Description
Striping &Signs
On/off haul
Traffic Control
Construction Survey
3

NOTICE OF INTENT TO AWARD CONTRACT
Department of Public Works

Project Name: Street Resurfacing Project 2026, CIP No. 4307 City Project Number: 3426,3440,4283,4295,4300,4307
Bid Opening Date: April 8, 2026 (2:00 PM)
NOIA Posting Date: April 13, 2026
Project Manager: Mohit Chaudhary, P.E.

NOIA Posting Location: Addenda & Notices

On April 8, 2026, the City of Milpitas (City) held a bid opening for the Street Resurfacing Project 2026, CIP No 4307 (“Project”). The City intends to award contraction contract to DeSilva Gates Construction LLC, the lowest bidder submitting a responsive bidder, at the May 05, 2026, City Council Meeting for the Project.

As per Milpitas Municipal Code (MMC) MMC 1-2-3.19 - Protest Procedure, any interested party may file a protest to a proposed award of a contract in an amount over Ten Thousand Dollars ($10,000). The protest shall be filed with the Purchasing Agent in writing no later than seven (7) calendar days after the posting of the Notice of Intent to award and shall set forth the basis for the protest and any proposed remedy.

All protests shall be in writing and shall contain a complete statement of the legal grounds for the protest; all the facts relevant to the protest; and the form of relief requested and the legal basis for such relief. All protests shall be accompanied by all documentation supporting the grounds for the protest. The protest shall include the name, address and telephone number of the protesting party and the person representing the protesting party, if any.

Protests may be submitted only by a party that has submitted a bid or proposal in response to the contract solicitation. A subcontractor of a bidder or proposer may not submit a protest. A party may not rely on a protest submitted by another party but must timely pursue its own protest.

Protests can only be submitted by the party that submitted the bid by one of the following methods:

Via mail or hand delivered, Monday thru Friday, between 8:00 a.m. and 5:00 p.m. to:

Attn: Luz Cofresi-Howe,
Finance Director
455 E. Calaveras Blvd,
Milpitas, CA 95035

OR, via e-mail @ [email protected]

ATTACHMENT 4
Construction Change Order Policy for the Street Resurfacing Project 2026, CIP Nos. 3426, 3440, 4283, and 4307

2007 City Council Approved Construction Change Order Policy

Construction Award Individual Administrative Cumulative Award Amount Change Order Authority Change Order Authority Under $50,000 $5,000 $7,500
Over $50,000 10% of Award or $25,000 15% of Award or $100,000 whichever is smaller whichever is smaller

Street Resurfacing Project Street Resurfacing Project 2026, CIP Nos. 3426, 3440, 4283, and 4307

Contract Award Individual Administrative Cumulative
Amount_______ Change Order Authority Change Order Authority

$3,630,558.00 N/A $545,000 (15%)

RESOLUTION NO. 9449

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MILPITAS GRANT PROGRAM (CALRECYCLE); PAVEMENT AND

THE CITY MANAGER OR DESIGNEE TO EXECUTE GRANT

1. 2.

3. 4.

5. FUNDING AGREEMENTS WITH CALRECYCLE AND APPROPRIATE AWARDED

FUNDS INTO THE STREET RESURFACING PROGRAM FOR FIVE FISCAL YEARS

AUTHORIZING

DEPARTMENT

RUBBERIZED

AUTHORIZING

SUBMITTAL OF GRANT APPLICATIONS TO THE CALIFORNIA

OF RESOURCES RECYCLING AND RECOVERY UNDER THE
The City Council has considered the full record before it, which may include but is not limited to such things as the staff report, testimony by staff and the public, and other materials and evidence submitted or provided to it. Furthermore, the recitals set forth above are found to be true and correct and are incorporated herein by reference.

The City Manager, or designee, is hereby authorized and empowered as Signature Authority in the name of the City of Milpitas to submit applications to CalRecycle for the Rubberized Pavement Grant Program.

The City Council hereby approves to submit an application to CalRecycle for the Rubberized Pavement Grant Program for the next five fiscal years.

The City Manager, or designee, is authorized and empowered to execute in the name of the City of Milpitas all grant documents, including but not limited to, applications, agreements, amendments, and requests for payment, necessary to secure grant funds and implement the approved grant projects.

This authorization is effective for five fiscal years, commencing with fiscal year 2025/26 and terminating at the end of fiscal year 2029/30, or, until rescinded by the Signature Authority or this governing body.

WHEREAS, California Public Resources Code 48000 et seq. authorizes the Department of Resources Recycling and Recovery (CalRecycle) to administer various grant programs in furtherance of the State of California’s efforts to reduce, recycle and reuse solid waste generated in the state preserving landfill capacity and protecting public health and safety and the environment; and WHEREAS, CalRecycle Grant Application procedures require an Applicant’s governing body to authorize by resolution its approval for submittal of the Grant Application(s) identified below, and the designation by job title of the individual authorized to execute all Grant documents on behalf of City of Milpitas; and
WHEREAS, in furtherance of this authority, CalRecycle is required to establish procedures governing the administration of the grant programs; and
WHEREAS, if awarded, the City of Milpitas will enter into a Grant Agreement with CalRecycle for implementation of said Grant(s).

NOW, THEREFORE, the City Council of the City of Milpitas hereby finds, determines, and resolves as follows:

PASSED AND ADOPTED this 2nd day of September, 2025 by the following vote:
(5) Mayor Montano, Vice Mayor Barbadillo, Councilmembers Chua, Lam, and Lien.AYES:

NOES: (0) None
ABSENT: (0) None
(0) NoneABSTAIN:

ATTEST: APPROVED:
/Antano. MayorGO
zetta, Cil lerk Carmen Mont;uzanne
APPROVED AS TO FORM:
eech. Acting City AttorneyChristophe:
2 Resolution No. 9449

City of Milpitas, California

BUDGET CHANGE FORM

To (Debit) From (Credit)
Type of Change

Account

Amount

Account

Amount
Check one:

 Budget
Appropriation
 Budget Transfer

CP4300

$375,000

Grant Fund

$375,000

BACKGROUND:

The Traffic and Transportation Engineering section of the Public Works Department is responsible for the planning and managing the City’s Street Resurfacing Program. Streets identified annually for the repair, rehabilitation, and/or reconstruction are based on the Pavement Technical Assessment Program (P-TAP) report developed by the Metropolitan Transportation Commission (MTC). The P-TAP report provides agencies with recommendations to optimize the pavement condition rating and the use of funding. According to the 2024 P-TAP report, the City’s Pavement Condition Index (PCI) stands at 71, classified as "Good Condition", which is above the Bay Area’s average of 67. It is the City’s goal to maintain a minimum PCI rating of 70 throughout its infrastructure.

The workplan for Street Resurfacing Project 2026, CIP Nos. 3426, 3440, 4283, and 4307 (“Project”) is included in the adopted FY2026-2030 Capital Improvement Program. The Project provides for the design and construction of asphalt concrete improvements consisting of grind and overlay, crack and slurry sealing, and spot repairs; concrete improvements consisting of repairs to curb, gutter, and sidewalk, and curb ramp replacements to comply with Americans with Disabilities Act; enhance pedestrian safety along the roadways and at signalize/unsignalized intersections; modernize and upgrade equipment at seven traffic signal intersections; upgrade bike lane facilities; and reinstallation of striping and pavement delineation. As part of the accepted workplan, the Project included the following streets as the base bid:

• Yellowstone Avenue from S. Park Victoria Drive to Landess Avenue; • S. Park Victoria Drive from Yosemite Drive to Yellowstone Avenue; • Acadia Avenue, Big Basin Drive, Glacier Avenue, Lassen Avenue, Olympic Drive, Platt Avenue and Court, and Saratoga Avenue.

In the event of sufficient funding, staff also included the following work as bid alternative to award with the base scope.

• Alternative 1: Base repairs along S. Park Victoria Dr. from E. Calaveras Blvd. to Yosemite Drive, and Yellowstone Avenue to Landess Avenue.

ANALYSIS:

The Project was advertised on the City’s eProcurement system, OpenGov Procurement, and digital construction trade publications on March 13, 2026, and in the Milpitas Post on March 13, and March 20, 2026, in accordance with the bidding requirements of the Uniform Public Construction Cost Accounting Act

and City Ordinance I-2-3.08 – Formal Bid Procedures. The Project was also posted at Milpitas City Hall, Sports Center, and Senior Center per City Council direction and Government Code section 36933. The bid opening was held on April 08, 2026, and eleven (11) sealed bids were received with the price range for the base bid from $3,377,338 to $4,396,863. The apparent lowest bidder was DeSilva Gates Construction, LLC, submitting a base bid in the amount of $3,377,338. The Council’s agenda packet includes detailed information about the Project’s Plan and Specifications (Attachment B); and the Engineer’s Construction Estimate and the Bid Results for the Project’s base bid and alternative bid item (Attachment C). The Summary of Bid Results is as follows:

Bidder Base Bid Bid Alternate No. 1
Engineer’s Estimate $4,480,447.50 $171,630.00

DeSilva Gates Construction LLC $3,377,338.00 $253,220.00 MCK Services, Inc. $3,417,896.60 $222,869.50
Radius Earthwork, Inc. $3,512,836.40 $407,629.90
McGuire and Hester $3,555,555.00 $275,083.00
Bay Cities Paving and Grading, Inc. $3,746,578.48 $204,495.81 Interstate Grading and Paving, Inc. $3,765,441.00 $246,800.00 McKim Corporation $3,779,722.40 $266,400.00
O’Grady Paving, Inc. $3,889,148.00 $286,590.00
Cato’s General Engineering, Inc. $3,979,866.00 $240,583.00 Precision Grade, Inc. $4,351,138.00 $231,870.00
Joseph J Albanese, Inc. $4,396,863.00 $237,930.00

The bid pricing received varies between 2% to 25% under the Engineer’s Construction Estimate. The variation is likely due to various factors such as, but not limited to, favorable construction market, timing of the bid posting, contractor’s work schedule, an increase in competition amongst contractors, contractors self- performing work instead of using subcontractors, the economy scale of the Project, and/or reduced cost in material and labor.

Staff reviewed the bid proposal submitted by DeSilva Gates Construction, LLC, the apparent lowest bidder, and found their bid proposal to be responsive. The Notice of Intent to Award Contract (Attachment D) to DeSilva Gates Construction, LLC, was posted on OpenGov Procurement and no bid protests were filed with the City. Staff recommend awarding a construction contract in the base bid amount of $ $3,377,338 plus alternate bid item no. 1 in the amount of $253,220 for the total amount of $3,630,558 to DeSilva Gates Construction, LLC, the lowest responsible bidder submitting a responsive bid. There is sufficient funding available in the Project budget to award this contract, and no additional funding appropriation is required.

The construction contingency established for the Project to address any unforeseen conditions that arise during construction is $545,000 which is approximately 15% of the total contract value. As previously approved for the successful completion of recent projects with tight completion schedules, staff requesting the use of the same change order policy used for previous projects (Attachment E). This policy allows for timely completion of the Project, while addressing the need to respond swiftly to construction conditions and approve necessary change orders to limit potential claims or risks to the City.

PROJECT/PROGRAM SCHEDULE:

Upon City Council adoption of the Resolution (Attachment A), construction is anticipated to start in June/July and be completed by the Fall.

BUDGET AMENDMENT FOR STREET RESURFACING PROJECT FY 2025-26, CIP NO. 4300

The Rubberized Pavement Grant Program established by the California Department of Resources Recycling and Recovery (CalRecycle Grant) provides grant funding to local agencies that use rubberized material for hot mix asphalt concrete and chip seal projects. The CalRecycle Grant Program aims to repurpose waste tires to reduce the environmental impacts of waste tire disposal and stockpiling generated in California.

CalRecycle provides grant funding up to $375,000 for an individual application that utilizes at least 2,000 tons of Rubberized Asphalt Concrete (RAC) or 40,000 square yards of Rubberized Chip Seal (RSC) for a project.

On September 02, 2025, City Council adopted Resolution No. 9449 (Attachment F) that authorizes the City Manager, or designee, to submit an application to CalRecycle for the Rubberized Pavement Grant Program and execute all documents, including but not limited to, applications, agreements, amendments, and requests for payment, necessary to secure grant funds and implement the approved grant projects for the next five fiscal years. On September 11, 2025, staff applied for the FY 2025-26 cycle in the amount of $375,000 to install approximate 12,500 tons rubberized asphalt concrete on Dempsey Road, Great Mall Parkway, and/or Yellowstone Ave. for the Street Resurfacing Projects in 2026. CalRecycle awarded $375,000 to the City on January 16, 2026, and staff recommend appropriating these funds into Street Resurfacing Project FY2025- 26, CIP No. 4300.

The following is a summary of the requested Budget Appropriations for the Project:

POLICY ALTERNATIVE(S):

Alternative 1: Do not approve of the Project’s plans and specifications and award the construction contract to DeSilva Gates Construction, LLC.

Pros: None.

Cons: A denial would delay the completion of the annual repairs and rehabilitation of the City’s roadway infrastructure.

Reason for Not Recommending: The Project would need to be re-advertised, resulting in a minimum six- month delay and causing it to miss the ideal construction season. A postponement would push the Project to be constructed into the rainy season, which could potentially increase total construction costs. In addition, not completing the Project this summer may adversely impact the City’s overall PCI rating.

Alternative 2: Do not approve the Budget Amendment for the Street Resurfacing Project FY2025-26, CIP No. 4300.

Pros: None.

Cons: Not approving the Budget Amendment, the City will not be able to request funding of $375,000 from CalRecycle to support Street Resurfacing Program.

Reason for Not Recommending: The Street Resurfacing Program is essential to ensuring long-term pavement performance throughout the city and maintaining the City’s goal of PCI rating 70. Not approving the budget amendment would miss an opportunity to increase the annual project budget that would be used to extend street maintenance efforts in future fiscal years.

Project No. 4300

Current Adopted
Budget
Proposed Budget
Increase/(Decrease)
Proposed Budget Total
SB1 RMRA $2,333,311.50 - $2,333,311.50
Measure B $2,097,562 - $2,097,562
Vehicle Registration Fee $539.502 - $539.502
Grant Fund (CalRecycle) - $375,000 $375,000
Total $4,970,375 $375,000 $5,345,375

FISCAL IMPACT:

The Project will be funded by various CIP projects, including Nos. 3426, 3440, 4283, and 4307, to complete the work. Adequate funds are available across all CIP projects, and no additional funding is required. In summary, CIP Project No. 3426 will fund concrete work along Yellowstone Avenue and South Park Victoria Drive; CIP Project No. 3440 will fund the traffic signal modification along Yellowstone Avenue and South Park Victoria Drive; CIP Project No. 4283 will fund curb ramp replacements and portion of pedestrian striping and delineation; CIP Project No. 4307 will fund asphalt, and striping improvements on Yellowstone Avenue, South Park Victoria Drive, and its neighborhood streets. The allocation of the funding from various CIP projects are summarized as follows:

Summary of Estimated Construction Cost:

Base Bid $3,377,338
Bid Alternative No. 1 $253,220
15% Contingency $545,000
Total $4,175,558

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):

The Project consists of the repair and maintenance of existing public streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities as it involves negligible or no expansion of existing use, which is exempt from CEQA pursuant to Cal. Code Regs., tit. 14, § 15301. The Notice of Exemption was filed with the County of Santa Clara on March 18, 2026.

ATTACHMENT(S):
(a) Resolution
(b) Project Plan and Specifications
(c) Bid Results Summary
(d) Notice of Intent to Award Contract
(e) Construction Change Order Policy
(f) Resolution No. 9449
(g) Budget Change Form

 Check if City Council Approval required. Meeting:

Project CIP Number
Project Funding
Allocation
Uncommitted Balance
as of April 15, 2026
Project No. 3426 $200,000 $1,681,000
Project No. 3440 $561,000 $1,227,000
Project No. 4283 $340,000 $340,000
Project No. 4307 $2,530,338 $4,420,000
Total Funding Allocation $3,630,558 $7,668,000

Requested by: Department Head: Date:

Reviewed by: Finance Staff: Date:

Approved by: Budget Manager: Date:

Date approved by City Council, if required: Confirmed by:

FI/24786/V Form 30-222 (Rev. 1/92)

CITY OF MILPITAS

AGENDA REPORT
(AR)

Item Title: Adopt a Resolution Designating Street Resurfacing Project 2026-27, CIP No. 4308 to be Partially Funded by California Senate Bill 1 – The Road Repair and Accountability Act of 2017 (Staff Contact: Christian Di Renzo, Public Works Director, 408-586-2602; and Michael Silveira, City Engineer, 408-586-3303) Category: Consent Calendar-Community Services and Sustainable Infrastructure Meeting Date: 5/5/2026
Recommendation: Adopt a resolution designating Street Resurfacing Project 2026-27, CIP No. 4308 to be partially funded by California Senate Bill 1 – The Road Repair and Accountability Act of 2017.

BACKGROUND:

The Traffic and Transportation Engineering section of the Public Works Department is responsible for the planning and management of the City’s Street Resurfacing Program. Streets identified annually for the repair, rehabilitation, and/or reconstruction are based on the Pavement Technical Assessment Program (P-TAP) report developed by the Metropolitan Transportation Commission (MTC). The P-TAP report provides agencies with recommendations to optimize the pavement condition rating and the use of funding. According to the 2024 P-TAP report, the City’s Pavement Condition Index (PCI) stands at 71, classified as "Good Condition", which is above the Bay Area’s average of 67. It is the City’s goal to maintain a minimum PCI rating of 70 throughout its infrastructure.

California Senate Bill 1 – The Road Repair and Accountability Act of 2017 (SB1-RMRA), was signed into law by the Governor in April 2017 to address significant statewide transportation funding shortfalls. The distribution of SB1-RMRA funding to local jurisdictions for road maintenance is based on a population formula. The City of Milpitas is estimated to receive $2,298,414 in funding for fiscal year 2026-2027, which begins on July 1, 2026.

ANALYSIS:

As part of the SB1-RMRA program, the California Transportation Commission requires the City of Milpitas to submit an adopted Resolution specifying project(s) that are designated to be funded by SB1-RMRA funding no later than July 1, 2026. Street Resurfacing Project 2026-27, CIP No. 4308 (“Project”) with a project budget of $4.4 million funded by Measure B, SB1-RMRA, State Gas Tax and/or Vehicle Registration Fees is included in tonight’s proposed 2027-2031 Capital Improvement Program for the design and construction of the following anticipated streets (Attachment A):

• Hillview Drive Neighborhood (between Paseo Refugio Drive to Tramway Drive):
o Alcosta Drive, Anacapa Court, Canada Drive, Las Lomas Drive, Los Positos Drive, Pacheco Drive, Tassajara Road, Terra Bella Drive, and Valencia Drive • Peter Gil Park Neighborhood:
o Aberdeen Way/Court, Angus Drive, Clyde Court, Dundee Avenue, Glasgow Court, Loch Lomond Court, Los Pinos Avenue, Paseo Refugio Drive, Santa Rita Drive from Tramway Drive to Paseo Refugio Drive, Shelley Court, Shetland Court and Troon Court • Park Victoria Neighborhood (Between Park View Drive to Ayer Street):
o Ayer Street, Park Brook Court, Park Glen Court, Park Grove Drive, Park Heights Drive, Park Hill Drive, Park Oak Court, Park View Drive, and Park Willow Court • South Park Victoria Drive from Calaveras Blvd. to Yosemite Drive and Yellowstone Avenue to Landess Avenue
• Yosemite Drive from Sequoia Drive to Piedmont Road including Bryce Court and Zion Court • Cervantez Court, Camarillo Court, and Fox Hollow Court

Staff recommends the City Council adopt a Resolution (Attachment B) designating the Project to be partially funded by SB1-RMRA in the estimated amount of $2,298,414 in fiscal year 2026-2027.

PROJECT SCHEDULE/KEY MILESTONES
Upon City Council adoption of the Resolution, staff will submit it to CTC for approval by July 1, 2026. Design is anticipated to begin in summer 2026 and construction is anticipated to commence in spring of 2027 and completed by fall of 2027.
.

POLICY ALTERNATIVE(S):

Alternative 1: Do not adopt a Resolution designating the Project to be funded by SB1-RMRA as required by CTC.

Pros: None.

Cons: Delaying the adoption of the Resolution will put the City at risk of losing the State allocation of the SB1- RMRA funding to maintain a minimum of a PCI rating of 70.

Reason not Recommended: SB1-RMRA funding is needed to help offset the cost of the annual street resurfacing program to maintain and improve the condition of the City’s pavement infrastructure.

FISCAL IMPACT:

The receipt of annual SB1-RMRA funding for use in the City’s pavement maintenance program is needed to help offset the costs and will reduce the need for funding from other sources such as the General Fund. It is anticipated the City will receive $2,298,414 in funding for the Project.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):

The Project entails the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use and is exempt from CEQA pursuant to Cal. Code Regs., tit. 14, § 15301. The project further entails replacement or reconstruction of existing facilities where the new facilities will be located on the same site as the facilities replaced and will have substantially the same purpose and capacity as the structure replaced and is exempt from CEQA pursuant to Cal. Code Regs., tit. 14, § 15302.

ATTACHMENT(S):
(a) Project Locations Map
(b) Resolution

Project Locations Map

Street Resurfacing Project 2026-27, CIP No. 4308
• Hillview Drive Neighborhood (between Paseo Refugio Drive to Tramway Drive):
o Alcosta Drive, Anacapa Court, Canada Drive, Las Lomas Drive, Los Positos Drive, Pacheco Drive, Tassajara Road, Terra Bella Drive, and Valencia Drive • Peter Gil Park Neighborhood:
o Aberdeen Way/Court, Angus Drive, Clyde Court, Dundee Avenue, Glasgow Court, Loch Lomond Court, Los Pinos Avenue, Paseo Refugio Drive, Santa Rita Drive from Tramway Drive to Paseo Refugio Drive, Shelley Court, Shetland Court, and Troon Court • Park Victoria Neighborhood (Between Park View Drive to Ayer Street):
o Ayer Street, Park Brook Court, Park Glen Court, Park Grove Drive, Park Heights Drive, Park Hill Drive, Park Oak Court, Park View Drive, and Park Willow Court • South Park Victoria Drive from Calaveras Blvd. to Yosemite Drive and Yellowstone Avenue to Landess Avenue.
• Yosemite Drive from Sequoia Drive to Piedmont Road including Bryce Court and Zion Court • Cervantez Court, Camarillo Court, and Fox Hollow Court

(Streets highlighted in Turquoise)

RESOLUTION NO._______

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MILPITAS DESIGNATING STREET RESURFACING PROJECT 2026-27, CIP NO. 4308 TO BE FUNDED BY SENATE BILL 1 – THE ROAD REPAIR AND ACCOUNTABILITY ACT OF 2017 FOR FISCAL YEAR 2026-27

WHEREAS, Senate Bill 1 (SB 1), the Road Repair and Accountability (RMRA) Act of 2017 (Chapter 5, Statutes of 2017) was passed by the Legislature and signed into law by the Governor in April 2017 to address the significant multi-modal transportation funding shortfalls statewide; and

WHEREAS, SB1-RMRA includes accountability and transparency provisions that will ensure the residents of our City of Milpitas are aware of the projects proposed for funding in our community and which projects have been completed each fiscal year; and

WHEREAS, the City of Milpitas must adopt by resolution a list of projects proposed to receive fiscal year funding from the RMRA, created by SB 1, which must include a description and the location of each proposed project, a proposed schedule for the project’s completion, and the estimated useful life of the improvement; and

WHEREAS, the City of Milpitas will receive an estimated $2,298,414.00 in SB1-RMRA funding in Fiscal Year 2026-27; and

WHEREAS, this is the tenth year in which the City of Milpitas is receiving SB1 funding and will enable the City of Milpitas to continue essential road maintenance and rehabilitation projects, safety improvements, repairing and replacing aging bridges, and increasing access and mobility options for the traveling public that would not have otherwise been possible without SB1-RMRA; and

WHEREAS, the City of Milpitas has undergone a robust public process to ensure public input into our community’s transportation priorities; and

WHEREAS, the City of Milpitas used a Pavement Management System to develop the project list for SB1-RMRA to ensure revenues are being used on the most high-priority and cost-effective projects that also meet the community’s priorities for transportation investment; and

WHEREAS, the funding from SB1-RMRA will help the City of Milpitas maintain and improve 131 center lane miles of streets throughout the City of Milpitas this year and similar projects into the future; and

WHEREAS, the 2023 California Statewide Local Streets and Roads Needs Assessment found that the City of Milpitas road system is in a “good” condition, and this revenue will help maintain and improve the condition and the quality of the City road system; and

WHEREAS, the project list for SB1-RMRA and overall investment in the City’s local streets and roads infrastructure with a focus on basic maintenance and safety, investing in complete streets infrastructure, and using cutting-edge technology, materials and practices, will have significant positive co-benefits statewide.

NOW, THEREFORE the City Council of the City of Milpitas, hereby finds, determines, and resolves as follows:

1. The City Council has considered the full record before it, which may include but is not limited to such things as the staff report, testimony by staff and the public, and other materials and evidence submitted or provided to it. Furthermore, the recitals set forth above are found to be true and correct and are incorporated herein by reference.

2 Resolution No. xxxx

2. The following list of newly proposed projects will be funded in-part or solely with Fiscal Year 2026- 27 Senate Bill 1 - Road Maintenance and Rehabilitation Account revenues:

Project Title: Street Resurfacing Project 2026-2027, CIP No. 4308

Project Description: The Project provides for the design and construction of asphalt concrete improvements consisting of grind and overlay, cape, crack and slurry sealing, and spot repairs; concrete improvements consisting of repairs to curb, gutter, and sidewalk, and curb ramp replacements to comply with Americans with Disabilities Act; enhance pedestrian safety along the roadways and at signalized/unsignalized intersections; upgrade bike lane facilities; and reinstallation of striping and pavement delineation.

Project Location:
• Hillview Drive Neighborhood (between Paseo Refugio Drive to Tramway Drive):
o Alcosta Drive, Anacapa Court, Canada Drive, Las Lomas Drive, Los Positos Drive, Pacheco Drive, Tassajara Road, Terra Bella Drive, and Valencia Drive • Peter Gil Park Neighborhood:
o Aberdeen Way/Court, Angus Drive, Clyde Court, Dundee Avenue, Glasgow Court, Loch Lomond Court, Los Pinos Avenue, Paseo Refugio Drive, Santa Rita Drive from Tram Driveway to Paseo Refugio Drive, Shelley Court, Shetland Court and Troon Court • Park Victoria Neighborhood (Between Park View Drive to Ayer Street):
o Ayer Street, Park Brook Court, Park Glen Court, Park Grove Drive, Park Heights Drive, Park Hill Drive, Park Oak Court, Park View Drive, and Park Willow Court • South Park Victoria Drive from Calaveras Blvd. to Yosemite Drive and Yellowstone Avenue to Landess Avenue
• Yosemite Drive from Sequoia Drive to Piedmont Road including Bryce Court and Zion Court • Cervantez Court, Camarillo Court, and Fox Hollow Court

Estimated Project Schedule: Commence by July 2026 and complete by December 2028 based on the component being funded with RMRA funds.

Estimated Project Useful Life: 7-10 years

PASSED AND ADOPTED this 5th day of May, 2026 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

ATTEST: APPROVED:

Suzanne Guzzetta, City Clerk Carmen Montano, Mayor

APPROVED AS TO FORM:

Christian Curtis, City Attorney

CITY OF MILPITAS

AGENDA REPORT
(AR)

Item Title: Conduct a Public Hearing and Adopt a Resolution Approving the Proposed 2027-2031 Capital Improvement Program (Staff Contact: Christian Di Renzo, Public Works Director, 408-586-2602 and Michael Silveira, City Engineer, 408- 586-3303)
Category: Public Hearings-Community Services and Sustainable Infrastructure Meeting Date: 5/5/2026
Recommendation: Conduct a public hearing and adopt a resolution approving the FY 2027-2031 Capital Improvement Program.

BACKGROUND:

The City plans and budgets for its capital improvement projects through the annual five-year Capital Improvement Program (CIP). While the funding for projects in the first year of any proposed CIP is appropriated, projects in the subsequent four years may be partially programmed or not programmed at all, based on priorities. The City Council is required to consider and adopt the five-year Capital Improvement Program before June 30, 2026, as part of the annual budget process.

On February 24, 2026, staff presented the Proposed FY 2027-31 CIP, departmental workplans, and referrals to the City Council for review and consideration. On March 25, 2026, the Proposed FY 2027-31 CIP was presented to the Planning Commission which found it to be in conformance with the City’s General Plan in accordance with California Government Code Section 65401. On April 6, 2026, staff presented the Park Improvements section of the Proposed CIP to the Parks, Recreation, and Cultural Resources Commission for review and consideration and subsequent recommendation for approval to the City Council.

ANALYSIS:

Based on City Council feedback during the Study Session held on February 24, 2026, staff hereby transmits the updated Proposed FY 2027-31 Capital Improvement Program document, and enumerates the changes from the version presented at the Study Session. An electronic copy of the updated Proposed CIP (Attachment B) is included in the Agenda Report.

The following projects reflect changes from the Proposed FY 2027-2031 CIP:

• Funding for the ADA Curb Ramp Transition Program, CIP No. 4283 will remain unchanged but the funding sources will be different. The project will be fully funded by Gas Tax Fund in the amount of $400,000, instead of allocating $320,000 from Gas Tax Fund and $80,000 from TDA (Transportation Development Act) Article 3. The City will receive approximately $154,000 in TDA Article 3 revenues in FY 2026-27, but staff is proposing to “bank” these funds and only request to release the funding from MTC in FY 2027-28 for bicycle and pedestrian improvement projects.

• Funding for Street Resurfacing Project 2026-27, CIP No. 4308 will be reduced from $4,816,109 to $4,566,109 by eliminating the allocation of $250,000 from the Gas Tax Fund. The project will still be able to be delivered within the remaining available budget.

• Funding request in FY 2026-27 for the San José-Santa Clara Regional Wastewater Facility, CIP No. 6118 will be reduced from $4,509,000 to $2,471,000 and funding will be allocated from the Sewer Treatment Fund instead of the Sewer Infrastructure Fund. In addition, the budget amounts in the outyears (FY2028 to FY2031) are adjusted based on the draft Proposed FY 2026-2031 Regional Wastewater Facility Capital Improvement Program received by staff in March 2026.

• Staff is recommending a $350,000 appropriation from TASP Impact Fees for Metro Water and Recycled Water System Distribution, CIP No. 2019 to reimburse the Parkside West 1 project developer for the water main replacement on Tarob Court.

The updated Proposed FY 2027-2031 CIP totals $210.2 million in estimated project costs over the next five years with a project funding appropriation for FY 2026-27 in the amount of $33.7 million, as shown in Table 1 below.

Table 1: Summary of Funding for projects funded in FY 2026-27

Category
Funding Sources
Community Park Street Water Sewer Storm
Drain
Grand
Total
TASP Impact Fees $153,900 $10,900,000 $0 $350,000 $0 $0 $11,403,900 Gas Tax Fund $0 $0 $3,491,180 $0 $0 $0 $3,491,180
Water Capital Surcharge $172,500 $0 $0 $3,225,000 $0 $0 $3,397,500 Grants/ Developer Fees $0 $301,516 $2,220,620 $0 $0 $0 $2,522,136 Sewer Treatment Fund $0 $0 $0 $0 $2,471,000 $0 $2,471,000 Sewer Infrastructure Fund $172,000 $0 $0 $0 $2,143,000 $0 $2,315,000 Measure B $0 $0 $2,135,109 $0 $0 $0 $2,135,109
SB1 RMRA $0 $0 $2,000,000 $0 $0 $0 $2,000,000
General Gov’t CIP Fund $1,657,000 $0 $0 $0 $0 $0 $1,657,000 Park Fund $0 $1,100,000 $0 $0 $0 $0 $1,100,000
Vehicle Registration Fee $0 $0 $500,000 $0 $0 $0 $500,000 Storm Drain General Fund $0 $0 $0 $0 $0 $300,000 $300,000 Water Line Extension Fund $0 $0 $0 $200,000 $0 $0 $200,000 IT Replacement Fund $146,000 $0 $0 $0 $0 $0 $146,000
Public Art Fund $55,000 $0 $0 $0 $0 $0 $55,000
Equipment Replacement
Fund $48,500 $0 $0 $0 $0 $0 $48,500
LLMD $0 $0 $20,000 $0 $0 $0 $20,000
Grand Total $2,404,900 $12,301,516 $10,366,909 $3,775,000 $4,614,000 $300,000 $33,762,325

Proposed FY 2026-27 Capital Improvement Investments

Table 2: Major projects proposed for FY 2026-27

Project Description Recommended Funding
Amount Funding Source
Construction of Metro Tango
Subdistrict Park
$10,600,000 TASP Impact Fee
Design and construction for the
annual Street Resurfacing Project
2026-27
$4,566,109 Gas Tax, Measure B, SB1,
Vehicle Registration Fees
City’s capital contribution to the
San José-Santa Clara Regional
Wastewater Facility
$2,471,000 Sewer Treatment Fund
Construction for the 1st phase of
water main upgrades as identified
in the Water Master Plan
$2,005,000 Water Capital Surcharge

Project Description Recommended Funding
Amount Funding Source
Design and construction for the
HSIP-funded Traffic Safety
Improvements
$1,911,800 Grant and Gas Tax
Streetlight, Signage, and Traffic
Signal Improvements
$1,000,000 Gas Tax
Pathway improvements at various
Parks
$1,000,000 Park Fund
Construction for the 1st phase of
sewer main upgrades as identified
in the Sewer Master Plan
$730,000 Sewer Infrastructure Fund
Funding for the roadway
preservation program
$700,000 Gas Tax
Funding for the annual sidewalk
repair program
$600,000 Gas Tax
Design and construction for the
signal improvements along Main
Street
$500,000 Grant
Installation of Real-Time
Monitoring Center
$325,000 General Gov’t CIP
Construction of the large dog park
at Delano Manongs
$301,516 Grant
Design for the replacement of the
sport field turf at Delano Manongs
$300,000 TASP fee
Various repairs, rehabilitation or
replacement projects and
programs managed by the
Information Technology, Planning,
Public Works, and Recreation &
Community Services Departments
$6,751,900 TASP fee, General Gov’t CIP,
Information Technology
Replacement, LLMD, Park Fund,
Public Art Fund, Sewer
Infrastructure Fund; Water Capital
Surcharge, Water Line Extension
Fund.

Proposed FY 2027-2031 Capital Improvement Program
The proposed FY 2027-2031 CIP in the amount of $210.2 million is only partially funded; the funding sources identified in the last four years (2028-2031) are based on projected available funding, subject to change annually. The estimated value of infrastructure needing additional, as yet unidentified funding is $23.2 million over the last four years, representing 11% of the total proposed budget. Projects needing funding in the outyears are mostly for ongoing infrastructure repairs, rehabilitation or replacement projects such as the Community Center Roof Renovation ($4.0M); Citywide Park Rehabilitation ($2.4M), Sandalwood Park Renovation ($2.2M), Building Improvements ($2.0M); Building Roof Improvements ($1.65M), On-Call Facilities Maintenance & Repair Services ($1.6M), and City Buildings HVAC System Improvements ($600k).

Through work completed in the various master plans for parks, water, sewer, stormwater, trail, pedestrian and bicycle, as well as assessments of facilities and traffic safety, staff has identified $634.1 million of needed capital improvements beyond the 5-year capital budget. These projects will need to be funded through a combination of possible utility rate adjustments, impact fees, General Fund, grants, and other funding sources such as a general obligation bond or other financing measures. The following is a summary of capital funding needs beyond the proposed five-year CIP:

• Approximately $220.8 million is for ongoing infrastructure repairs, rehabilitation, or replacement projects.
o $96.3 million of this funding has no clear funding source identified, such as improvements to the City’s park system ($5.7M), storm drain system ($57.8M), Fire Station No.1 Building and Site Improvement ($7M), and the Fire Station No. 3 Replacement ($20.0M).

• Approximately $413.2 million is for new infrastructure projects. o Examples of these projects are a new facility for the Police and Information Technology Department and renovation of the existing building for the Public Works Department ($200M); improvements of the bicycle, pedestrian, and trail networks identified in the adopted Trail, Pedestrian, and Bicycle Master Plan ($94.2M); renovations of the City’s Parks as recommended in the adopted Parks and Recreation Master Plan ($65.5M); Montague Expressway Widening west of Great Mall Parkway ($20.2M) and Montague Pedestrian Overcrossing at Penitencia ($21.5M) as identified in the Basic Infrastructure Project list of the TASP Specific Plan; and Traffic Safety Improvements ($7.5M) as identified in the adopted Travel Safety Plan. o Recommended improvements identified in the Milpitas Metro and Main Street/Gateway Specific Plans will be forthcoming in 2026, respectively, for City Council consideration. It is expected that a portion of these improvements will be funded through a combination of impact fees and grants.

However, significant additional funding will need to be identified for the remainder.

In summary, as shown in Table 3, the City has approximately $657.3 million of unfunded infrastructure needs, where $244 million is estimated for infrastructure replacement and $413.3 million is for new infrastructure. It is anticipated that 47% ($115.6M) of the infrastructure replacement needs could be funded through renewal of rates for sewer and water utilities. Additionally, it is expected that a portion of the new infrastructure needs will be funded through development fees and/or grants. However, this still leaves a substantial backlog of infrastructure that needs to be repaired and/or replaced as well as new infrastructure. As we move forward, it will be critical to focus on (1) identifying new revenue sources to repair aging infrastructure, and (2) maintaining fiscal discipline by prioritizing available funding on infrastructure repair and replacement, whenever possible, as opposed to new amenities.

Additionally, it should be noted as a result of the recent completion of master planning work for the City’s parks and utilities (sewer, storm, and water), the infrastructure needs in these master plans have a high degree of certainty. However, additional assessment is needed in the coming years to identify infrastructure needs for the City’s buildings and other public right-of-way. This additional analysis may lead to an increase in the infrastructure backlog needs in the next reporting period.

Table 3: Summary of Unfunded Infrastructure Repairs/Replacement Needs and New Infrastructure Projects

Unfunded Infrastructure
Repair/Replacement Needs
Unfunded New
Infrastructure Projects
Total
5-Year Budget $23,158,000 - $23,158,000
Beyond 6 Years $220,880,000 $413,270,000 $634,150,000
Total $244,038,000 $413,270,000 $657,308,000

Given the current available funding and staffing resources, staff will continue to focus the Capital Improvement Program on essential and safety-oriented projects such as miscellaneous building improvements to maintain facilities in a safe and functioning condition; City technology systems projects to improve security, operational efficiency, and community interface; safety-oriented projects; and projects to improve parks, streets, and utilities.

Next Steps:

The updated proposed FY 2027-2031 CIP is ready for adoption. Staff recommends the City Council hold a public hearing to review and consider the document and to approve a Resolution (Attachment A) adopting the 2027-2031 Capital Improvement Program.

Related funding actions for the first year of the Adopted FY 2027-2031 CIP will be presented for City Council consideration as part of the approval of the Proposed FY 2026-27 Operating Budget scheduled for June 2, 2026.

FISCAL IMPACT:

The Final 2027-2031 Capital Improvement Program includes funding recommendations for 40 projects in the amount of $33,762,325 for FY 2026-27 for repairs and improvements to City infrastructure, which will be effective starting July 1, 2026. Appropriation actions to fund these projects in FY 2026-27 will be included in the Proposed FY 2026-27 Operating Budget scheduled for adoption in June.

Funding Sources
FY2026-27
Proposed
Recommended
Funding
Projected
Fund Balance
at the end of
FY2025-26
Remaining Fund
Balance
TASP Impact Fees $11,403,900 $69,137,840 $57,733,940
Gas Tax Fund $3,491,180 $4,638,121 $1,146,941
Water Capital Surcharge $3,397,500 $3,397,500 $0
Grants/ Developer Fees $2,522,136 - -
Sewer Treatment Fund $2,471,000 $2,471,090 $90
Sewer Infrastructure Fund $2,315,000 $39,198,766 $36,883,766 Measure B $2,135,109* - -
SB1 RMRA $2,000,000* - -
General Gov’t CIP Fund $1,657,000 $1,767,205 $110,205
Park Fund $1,100,000 $1,463,092 $363,092
Vehicle Registration Fee $500,000* - -
Storm Drain General Fund $300,000 $1,931,983 $1,631,983 Water Line Extension Fund $200,000 $5,465,134 $5,265,134 IT Replacement $146,000 $146,290 $290
Public Art Fund $55,000 $1,500,256 $1,445,256
Equipment Replacement Fund $48,500 $10,879,369 $11,616,952 LLMD $20,000** - -
Grand Total $33,762,325 $143,352,814 $115,411,566

*Projected fund allocations from the County or State for FY2026-27 ** Annual contribution from LLMD Budget for future improvement project(s)

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):

The City Council action in adopting the Capital Improvement Program is exempt from CEQA pursuant to CEQA Guideline 15061(b)(3) as it can be seen with certainty that the City Council’s input on the CIP does not have the potential to cause a significant effect on the environment as it does not involve the approval of any CIP project. Further, this action is also exempt pursuant to CEQA Guideline 15378(b)(4) as a governmental fiscal activity which does not involve any commitment to any specific project. Although the CIP does include various projects, the City is not mandated to move forward with any project, and at the time of any project approval, CEQA review will be conducted as necessary.

ATTACHMENT(S):
(a) Resolution
(b) Final 2027-2031 Capital Improvement Program

RESOLUTION NO. ____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MILPITAS APPROVING THE FY 2027-2031 CAPITAL IMPROVEMENT PROGRAM

WHEREAS, on March 25, 2026, the Planning Commission of the City of Milpitas reviewed the 2027- 2031 Capital Improvement Program (“CIP”) pursuant to Government Code Section 65401 and adopted a resolution as to its conformance with the City’s General Plan; and

WHEREAS, on May 5, 2026, a duly-noticed public hearing on the Proposed CIP was held where all interested persons were heard; and

WHEREAS, the City Council has reviewed the 2027-2031 CIP and the first year, 2026-2027 Capital Budget; and

NOW, THEREFORE, the City Council of the City of Milpitas hereby finds, determines, and resolves as follows:

1. The City Council has considered the full record before it, which may include but is not limited to such things as the staff report, testimony by staff and the public, and other materials and evidence submitted or provided to it. Furthermore, the recitals set forth above are found to be true and correct and are incorporated herein by reference.

2. The City Council hereby approves and adopts the 2027-2031 Capital Improvement Program, as included in the City Council meeting agenda package and totaling $210,165,964 over the five-year period and $33,762,325 in fiscal year 2026-27.

3. There is no potential impact on the environment from this action as the approval and adoption of the CIP is merely a planning document with no commitment to any particular course of action and does not constitute the approval of any project. Thus, this action is exempt from environmental review pursuant to CEQA Guideline Sections 15061(b)(3) and 15378(b)(4).

PASSED AND ADOPTED this _____day of _______, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

ATTEST: APPROVED:

__________________________________ __________________________ Suzanne Guzzetta, City Clerk Carmen Montano, Mayor

APPROVED AS TO FORM:

__________________________________
Christian Curtis, City Attorney

1 FINAL

2 Table of
Contents

Capital Improvement Program Grand Summary

................................
................................
...............

4 Capital Improvement Program Grand Summary

................................
................................
...............

5 Proposed New Projects FY 2027
-
31 ................................
................................
................................
.

7 Proposed Projects with InsuƯicient or No Funding

................................
................................
............

9 Projects Proposed To Be Closed as of June 30, 2026

................................
................................
.......

11 Projects Proposed To Be Funded as of July 1, 2026

................................
................................
.........

12 Community Improvement

................................
................................
................................
..............

17 2027
-
31 Summary of Estimate Costs
................................
................................
.............................

18 Land/Right
-
of
-
Way Value Determination

................................
................................
....................

20 City Buildings Exterior Improvements

................................
................................
.........................

21 On
-
Call Facilities Maintenance & Repair Services

................................
................................
.......

22 End
-
User Computer Replacement

................................
................................
.............................

23 Public Art Program

................................
................................
................................
....................

24 Capital Improvement Program Administration

................................
................................
............

25 City Building’s HVAC System Improvements

................................
................................
...............

26 Real
-
Time Monitoring Center

................................
................................
................................
.....

27 Park Improvement

................................
................................
................................
.........................

28 2027
-
31 Summary of Estimate Costs
................................
................................
.............................

29 Metro Tango Subdistrict Park

................................
................................
................................
.....

30 On
-
Call Parks and Landscaping Services

................................
................................
...................

31 Delano Manongs Park

................................
................................
................................
...............

32 Delano Manongs Soccer Field Turf Replacement

................................
................................
........

33 Parks Pathway Improvement

................................
................................
................................
.....

34 Street Improvement

................................
................................
................................
.......................

35 2027
-
31 Summary of Estimate Costs

................................
................................
..........................

36 Sinclair LLMD 98
-
1 Improvements

................................
................................
.............................

38 Annual Sidewalk Repair Program

................................
................................
...............................

39 Streetlight, Signage, TraƯic Signal Improvements

................................
................................
........

40 ADA Curb Ramp Transition Program

................................
................................
...........................

41

3 TraƯic Studies & Safety Improvements

................................
................................
.......................

42 Street Pavement Restriping Program

................................
................................
..........................

43 Bike and Pedestrian Outreach

................................
................................
................................
...

44 Street Resurfacing Project 2026
-
27 ................................
................................
............................

45 Street Resurfacing Project 2027
-
28 ................................
................................
............................

46 HSIP TraƯic Safety Improvement

................................
................................
................................

47 Main Street Signal Improvements

................................
................................
..............................

48 Roadway Preservation Program

................................
................................
................................
.

49 Water Improvement

................................
................................
................................
.......................

50 2027
-
31 Summary of Estimate Costs
................................
................................
.............................

51 Metro Water and Recycle Water System Distribution

................................
................................
...

53 Hydrant Replacement Program

................................
................................
................................
..

54 On
-
Call Water Maintenance & Repair Services

................................
................................
...........

55 Pipeline & Facility Condition Assessment

................................
................................
...................

56 Fire Flow Interconnection Improvements

................................
................................
...................

57 Fire Flow Pipeline Improvement Phase 1

................................
................................
....................

58 Fire Flow Pipeline Improvement Phase 2

................................
................................
....................

59 Sewer Improvement

................................
................................
................................
.......................

60 2027
-
31 Summary of Estimate Costs
................................
................................
.............................

61 SJ/SC Regional Waste Water Facility

................................
................................
..........................

62 Sewer Pump Station Rehabilitation Program

................................
................................
...............

63 On
-
Call Sewer Maintenance & Repair Services

................................
................................
...........

64 Sanitary Sewer Pipeline Improvements

................................
................................
......................

65 Sanitary Sewer Pipeline Improvement Phase 1
................................
................................
............

66 Sanitary Sewer Pipeline Improvement Phase 2
................................
................................
............

67 Storm Improvement

................................
................................
................................
.......................

68 2027
-
31 Summary of Estimate Costs
................................
................................
.............................

69 On
-
Call Storm Maintenance & Repair Services

................................
................................
...........

70 Citywide Green Stormwater Infrastructure Improvement

................................
.............................

71 Planned Projects Without Funding

................................
................................
................................
.

72

4 C
apital Improvement Program Grand Summary

Project Expenses

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Community
Improvement

2,
404
,900

9,464,900

3,224,900

2,774,900

2,774,900

20,
644,500

Park Improvement

12,301,516

4 ,600,000

850,000

850,000

850,000

19,451,5
16 Street Improvement

10,
366
,909

7 ,595,000

9 ,
5 45,000

7,195,000

8,045,000

42,
746,909

Water
Improvement

3,
775
,000

7,
927,000

9,275,000

6,775,000

15,182,000

42,
934
,000

Sewer Improvement

4,614,000

36,420,971

8,674,087

8,655,022

23,525,116

81,889,196

Storm Drain Improvement

300,000

2,199,843

0 0

0 2,499,843

Total

$
33,762,325

$
6 8,207,714

$
31,568,987

$
26,249,922

$
50,377,016

$
210,165,964

Project Expenses

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Equipment Replacement Fund

48,500

0 0

0 0

48 ,500

Gas Tax Fund

3,491,180

2,
144
,000

3,170,000

2,320,000

3,170,000

14,
295
,180

General Government CIP Fund

1,657,000

0 0

0 0

1,657,000

Information Technology
Replacement

146,000

215
,000

215
,000

215,000

215,000

1,006,000

LLMD

20,000

95,000

95,000

95,000

95,000

400,000

Measure B

2,135,109

1,950,000

1,950,000

1,950,000

1,950,000

9,935,109

Park Fund

1,100,000

0 0

0 0

1,100,000

Public Art Fund

55,000

55,000

55,000

55,000

55,000

275,000

SB1 RMRA

2,000,000

2,000,000

2,000,000

2,000,000

2,000,000

10,000,000

Sewer Infrastructure Fund

2,315,000

1 6,582,971

8,836,087

8,817,022

23,687,116

60,238,196

Sewer Treatment Fund

2,471,000

0 0

0 0

$2,471,000

Storm Drain Fund

0 1,799,843

0 0

0 1,799,843

Storm Drain General Fund

300,000

400,000

0 0

0 700,000

TASP Impact Fees

11,
403
,900

2,
3 93,900

153,900

3,953,900

11,715,900

29,
621
,500

TDA Article III

0 156
,000

80,000

80,000

80,000

396,
000

Vehicle Registration Fee

500,000

500,000

500,000

500,000

500,000

2,500,000

Water Capital Surcharge

3,397,500

7,
889,000

9,237,000

2,937,000

3,582,000

27,042,500

Water Line
Extension Fund

200,000

200,000

200,000

200,000

200,000

1,000,000

Sub
Total

$31,240,189

$
36,380,714

$
26,491,987

$
23,122,922

$47,250,016

$
1 64,
4 85,828

External Financing

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Grants/Reimb./
Developer Fee

2,522,136

0 0

0 0

2,522,136

Wastewater Revenue Bonds

0 20,000,000

0 0

0 20,000,000

Sub Total

$2,522,136

$20,000,000

$0

$0

$0

$
22,522,136

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

No Funding Source

0 1
1 ,827,000

5 ,
0 77,000

3,127,000

3,127,000

23,158,000

Total

$
33,762,325

$
6 8,207,714

$
31,568,987

$
26,249,922

$
50,377,016

$
2 1
0,
1 65,964

5 Capital Improvement Program Grand Summary

Five
-
Year Expenditure by Category for FY 2027
-
31 Expenditure by
Category for FY2026
-
27 Community
Improvement
9%
Street Improvement
20%
Park Improvement
9%
Water Improvement
21%
Sewer Improvement
39%
Storm Drain
Improvement
1%
Community
Improvement
7%
Street Improvement
31%
Park Improvement
36%
Water Improvement
11%
Sewer Improvement
14%
Storm Drain
Improvement
1%

6 Funding Sources for FY 2026
-
27 Number of Projects Funded by Category for FY 2026
-
27 $200,000
$3,397,500
$500,000
$11,403,900
$300,000
$2,471,000
$2,315,000
$2,000,000
$55,000
$1,100,000
$2,135,109
$20,000
$146,000
$2,522,136
$1,657,000
$3,491,180
$48,500
Water Line Extension Fund
Water Capital Surcharge
Vehicle Registration Fee
TASP Impact Fees
Storm Drain General Fund
Sewer Treatment Fund
Sewer Infrastructure Fund
SB1 RMRA
Public Art Fund
Park Fund
Measure B
LLMD
Information Technology Replacement
Grants/Reimb./Developer Fee
General Government CIP Fund
Gas Tax Fund
Equipment Replacement Fund
Funding Sources
Community
: 8
Street
: 12
Park
: 5
Water
: 7
Sewer
: 6
Storm Drain
: 2

7 Proposed
New Projects FY 2027
-
31 Community Improvements

No.

Project Name

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

NEW

Real Time Monitoring
Center

325,000

0 0

0 0

325,000

Total

$325,000

$0

$0

$0

$0

$325,000

Park Improvements

No.

Project Name

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

NEW

Parks Pathway

Improvement

1,000,000

0 0

0 0

1,000,000

NEW

Delano Manongs Soccer
Field
Turf Replacement

300,000

1,550,000

0 0

0 1,850,000

Total

$1,300,000

$1,550,000

0 0

0 2,850,000

Street Improvements

No.

Project Name

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

NEW

Main Street
Signal
Improvements

500,000

0 0

0 0

500,000

NEW

Street Resurfacing

Project 2030
-
2031

0 0

0 0

4,400,000

4,400,000

NEW

Roadway

Preservation
Program

700,000

0 700,000

0 700,000

2,1
00,000

Total

1,20
0,000

0 700,00
0 0

$
5,1
00,000

$
7,000,000

Water Improvements

No.

Project Name

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

NEW

Fire Flow Pipeline
Improvement Phase 2

360,000

980,000

0 0

0 1,340,000

Total

$360,00

$980,000

$0

$0

$0

$1,340,000

Sewer
Improvements

No.

Project Name

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

NEW

Sanitary Sewer Pipeline
Improvement

Phase 2

347,000

1,070,000

0 0

0 1,417,000

Total

$347,000

$1,070,000

$0

$0

$0

$1,417,000

8 Storm Drain Improvements

No.

Project Name

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

NEW

Citywide Green
Stormwater
Infrastructure
Improvement

200,000

0 0

0 0

200,000

Total

$200,000

$0

$0

$0

$0

$200,000

9 Proposed
Projects with InsuƯicient or No
Funding

Community Improvements

No.

Project Name

FY

2026
-
27 FY

2027
-
28 FY

2028
-
29 FY

2029
-
30 FY

2030
-
31 Total

3403

Fire Station Improvements

0 150,000

150,000

150,000

150,000

600,000

3406

City Buildings Improvements

0 500,000

500,000

500,000

500,000

2,000,000

3414

City Buildings Exterior
Improvements

0 150,000

150,000

150,000

150,000

600,000

3422

City Buildings Roof
Improvements

0 1,200,000

150,000

150,000

150,000

1,650,000

3462

On
-
Call Facilities Maintenance
&
Repair Services

0 400,000

400,000

400,000

400,000

1,600,000

3474

City Facilities AV Replacement

0 300,000

300,000

0 0

600,000

3484

Electronic Records
Management System

0 200,000

0 0

0 200,000

3485

Community Center Roof
Renovation

0 4,000,000

0 0

0 4,000,000

3490

Capital Improvement Program
Administration

0 252,000

252,000

252,000

252,000

1,008,000

3496

GIS Application Development
& Data Collection

0 225,000

225,000

225,000

225,000

900,000

3499

City Building's HVAC
System
Improvements

0 450,000

150,000

0 0

600,000

3716

City Parking Lot Rehabilitation
Program

0 200,000

200,000

200,000

200,000

800,000

Total Community Improvement Needs

$0

$8,027,000

$2,477,000

$2,027,000

$2,027,000

$14,558,000

Park
Improvements

No.

Project Name

FY

202
6 -
27 FY

2027
-
28 FY

2028
-
29 FY

2029
-
30 FY

2030
-
31 Total

3424

Citywide Park Rehabilitation

0 600,000

600,000

600,000

600,000

2,400,000

3463

On
-
Call Parks and Landscaping
Services

0 100,000

100,000

100,000

100,000

400,000

5110

Sandalwood Park Renovation

0 2,200,000

0 0

0 2,
200,000

5113

Minor Sports Courts
Rehabilitation Program

0 150,000

150,000

150,000

150,000

600,000

Total Park Improvement Needs

$0

$3,050,000

$850,000

$850,000

$850,000

$5,600,000

10 Street Improvements

No.

Project Name

FY

2026
-
27 FY

2027
-
28 FY

2028
-
29 FY

2029
-
30 FY

2030
-
31 Total

3425

Main St. Utility Undergrounding

0 500,000

1,500,000

0 0

2,0
00,000

3438

Annual Tree Replacement
Program

0 100,000

100,000

100,000

100,000

400,000

3449

Park & Street Landscape
Irrigation Improvements

0 50,000

50,000

50,000

50,000

200,00

4267

Soundwall and Barrier
Improvements

0 100,000

100,000

100,000

100,000

400,000

Total Street
Improvement Needs

$0

$750,000

$
1,7
50 ,000

$
250
,000

$
250
,000

$
3 ,
0 00,000

11 Project
s

Proposed To Be
Closed as of June 30, 202
6 Community Improvement Projects

Reason to Close

3423

Police Records Management System

Completed

3436

ADA
Compliance Review

Completed

3437

Milpitas Gateway
-

Main Street Specific Plan Update

Completed

3445

Public Safety/DPW Disaster Plan Update

Completed

3459

ALPRs and Security Cameras Programs

To be included as part of Operating Budget

3460

Comprehensive Zoning Ordinance Update

Completed

3465

Fire Station No.1 Modular Building

Completed

3469

Metro Impact Fee Study

Completed

3493

Milpitas SMART

To be included as part of Operating Budget

Park Improvement Projects

Reason to Close

2024

Innovation District Parks and Trails Master Plan

Completed

3501

ARPA Park Rehabilitation
-

Engineering

Completed

Street Projects

Reason to Close

2008

Montague Pedestrian Overcrossing at Pipe Dr.

Completed

4294

SR237 HOV Land Improvements

Completed

4299

Bicycle Improvement Project

Completed

4301

Hammond Way Street Light

Project

Completed

4303

Street Resurfacing Project 2021
-
22 Completed

4304

Street Resurfacing Project 2022
-
23 Completed

Water Projects

Reason to Close

7 100

Aging
Water System/Seismic Improvements

Completed

12 Projects

Proposed To Be

Funded as of July 1, 2026

Community Improvement Project
s

No.

Project Name

Proposed FY 2026
-
27 Amount

2010

Land/Right
-
of
-
Way Value Determination

9,
9 00

3414

City
Buildings Exterior Improvements

150,000

3462

On
-
Call Facilities Maintenance & Repair Services

400,000

3473

End
-
User Computer
Replacement

215,000

3489

Public Art Program

55,000

3490

Capital Improvement Program Administration

720,000

3499

City
Building’s HVAC System Improvements

530,000

NEW

Real
-
Time Monitoring Center

325,000

Total

$2,
404
,900

Funding Source

Amount

Equipment Replacement Fund

48 ,500

General Government CIP Fund

1,657,000

Information Technology Replacement Fund

1 46
,
0 00

Public Art Fund

55,000

Sewer Infrastructure

172,000

TASP Impact Fees

153,900

Water Capital Surcharge

172,500

Total

$2,
404
,900

13 Park Improvement

Projects

No.

Project Name

Proposed FY 2026
-
27 Amount

2023

Metro Tango
Subdistrict Park

10,600,000

3463

On
-
Call Parks and Landscaping Services

100,000

5102

Delano Manongs Park

301,516

NEW

Parks Pathway

Improvement

1,000,000

NEW

Delano Manongs Soccer Field
Turf Replacement

300,000

Total

$12,301,516

Funding
Source

Amount

Grant

301,516

Park Fund

1,100,000

TASP Impact Fees

10,900,000

Total

$
12,301,516

14 Street Improvemen
t Projects

No.

Project Name

Proposed FY 2026
-
27 Amount

3411

Sinclair LLMD 98
-
1 Improvements

20,000

3426

Annual
Sidewalk Repair Program

600
,000

3440

Streetlight, Signage, TraƯic Signal Improvements

1,0
00 ,000

4283

ADA Curb Ramp Transition Program

4 00,000

4288

TraƯic Studies & Safety Improvements

150,000

4295

Street Pavement Restriping Program

2 00,000

4306

Bike and Pedestrian Outreach

69,000

4308

Street Resurfacing Project 2026
-
27 4,
56 6
,109

4309

Street Resurfacing Project 2027
-
28 25
0,000

4311

HISP TraƯic Safety Improvement

1,911,800

NEW

Main Street
Signal Improvements

500,000

NEW

Roadway

Preservation

Program

700,000

Total

$
10,
366
,909

Funding Source

Amount

Gas Tax Fund

3,
491
,180

Grant

2,220,620

LLMD

20,000

Measure B

2,135,109

SB1 RMRA

2,000,000

Vehicle Registration Fee

500,000

Total

$
1 0,
366
,909

15 Water
Improvement

Projects

No.

Project Name

Proposed FY 2026
-
27 Amount

2019

(Rmb) Metro Water and Recycle Water Distribution

350
,000

7110

Hydrant Replacement Program

200,000

7137

On
-
Call Water Maintenance & Repair Services

350,000

7144

Pipeline and
Facility Condition Assessment

250,000

7146

Fire Flow Interconnection Improvements

260,000

7150

Fire Flow Pipeline Improvement Phase 1

2,005,000

NEW

Fire Flow Pipeline Improvement Phase 2

360,000

Total

$3,
775
,000

Funding Source

Amount

TASP
Impact Fees

350
,000

Water Capital Surcharge

3,225,000

Water Line Extension Fund

200,000

Total

$3,
77 5,000

16 Sewer Improvement

Projects

No.

Project Name

Proposed FY 2026
-
27 Amount

6118

SJ/SC Regional Waste Water Facility

2,471,000

6124

Sewer Pump Station Rehabilitation Program

300,000

6134

On
-
Call Sewer Maintenance & Repair Service

100,000

6135

Sanitary S
e
wer CCT
V

Inspection & Improvements

666,000

6138

Sanitary Sewer Pipeline Improvement Phase 1

730,000

NEW

Sanitary Sewer
Pipeline Improvement Phase 2

347,000

Total

$
4,614,000

Storm Drain Improvement

Projects

No.

Project Name

Proposed FY 2026
-
27 Amount

3719

On
-
Call Storm Maintenance & Repair Service

100,000

NEW

Citywide Green

Stormwater

Infrastructure Improvement

200,000

Total

$300,000

Funding Source

Amount

Sewer

Infrastructure Fund

$
2,143,000

Sewer Treatment Fund

$2,471,000

Total

$
4,614,000

Funding Source

Amount

Storm Drain General Fund

300,000

Total

$300,000

17

18 2027
-
31 Summary of Estimate Costs

No.

Project Name

Prior Year

FY

2026
-
27 FY

2027
-
28 FY

2028
-
29 FY

2029
-
30 FY

2030
-
31 Total

2010

Land/Right
-
of
-
Way Value
Determination

51,000

9,900

9,900

9,900

9,900

9,900

1 00,500

2011

Metro Police Area Police
Substation

310,000

0 690,000

0 0

0 1,000,000

3403

Fire Station Improvements

1,950,000

0 150,000

150,000

150,000

150,000

2,550,000

3406

City Buildings
Improvements

8,026,061

0 500,000

500,000

500,000

500,000

10,026,061

3414

City Buildings Exterior
Improvements

600,000

150,000

150,000

150,000

150,000

150,000

1,350,000

3418

City Std. Details,
Guidelines, &
Specifications

400,000

0 0

0 0

0 400,000

3422

City Buildings Roof
Improvements

1,450,000

0 1,200,000

150,000

150,000

150,000

3,100,000

3423

Police Records
Management System

988,777

0 0

0 0

0 988,777

3427

Technology Projects

2,015,000

0 0

0 0

0 2,015,000

3435

Finance System Upgrade

1,250,000

0 0

0 0

0 1,250,000

3436

ADA Compliance Review

278,158

0 0

0 0

0 278,158

3437

Milpitas Gateway
-

Main
Street Specific Plan
Update

1,174,073

0 0

0 0

0 1,174,073

3445

Public Safety/DPW
Disaster Plan Update

58,000

0 0

0 0

0 58
,000

3453

Climate Action
Plan
Implementation

445,000

0 0

0 0

0 445,000

3459

ALPRs and Security
Cameras Programs

515.000

0 0

0 0

0 515,000

3460

Comprehensive Zoning
Ordinance Update

1,000,000

0 0

0 0

0 1,000,000

3462

On
-
Call Facilities
Maintenance & Repair
Services

2,295,000

400,000

400,000

400,000

400,000

400,000

4,295,000

3465

Fire Station No. 1 Modular
Building Replacement

1,120,000

0 0

0 0

0 1,120,000

3466

Financial System
Enterprise Resource
Planning

3,500,000

0 0

0 0

0 3,500,000

3467

Human
Resources
Information System

1,860,500

0 0

0 0

0 1,860,500

3469

Metro Impact Fee Study

330,000

0 0

0 0

0 330,000

3470

City Hall Fountain &
Landscape Renovation

250,000

0 0

0 0

0 250,000

3473

End
-
User Computer
Replacement

290,000

215,000

215,000

215,000

215,000

215,000

1,365,000

3474

City Facilities AV
Replacement

400,000

0 300,000

300,000

0 0

1,000,000

19 3475

Urban Search and Rescue
Vehicle Acquisition

1,850,000

0 0

0 0

0 1,850,000

3484

Electronic Records
Management
System

150,000

0 200,000

0 0

0 350,000

3485

Community Center Roof
Renovation

500,000

0 4,000,000

0 0

0 4,500,000

3488

Community Center and
Senior Center Energy
Resilience Project

5,107,597

0 0

0 0

0 5,107,597

3489

Public Art Program

841,000

55,000

55,000

55,000

55,000

55,000

1,116,000

3490

Capital Improvement
Program Administration

2,785,000

720,000

720,000

720,000

720,000

720,000

6,385,000

3494

City Hall Air Handlers
Replacement

2,500,000

0 0

0 0

0 2,500,000

3496

GIS Application
Development & Data
Collection

987,000

0 225,000

225,000

225,000

225,000

1,887,000

3499

City Building's HVAC
System Improvements

975,000

530,000

450,000

150,000

0 0

2,105,000

3502

Land Management System
Replacement

1,500,000

0 0

0 0

0 1,500,000

3503

Historic Resource Master
Plan Update

200,000

0 0

0 0

0 200,000

3504

Milpitas Gateway
-
Main St.

Impact Fee Study and
Sense of Place Plan

600,000

0 0

0 0

0 600,000

3508

Gateway Signage

250,000

0 0

0 0

0 250,000

3716

City Parking Lot
Rehabilitation Program

840,000

0 200,000

200,000

200,000

200,000

1,640,000

New

Real Time Monitoring
Center

-

325,000

0 0

0 0

325,000

Total Cost

$49,642,166

$2,404,900

$9,464,900

$3,224,900

$2,441,900

$2,441,900

$70,286,666

20 Land/Right
-
of
-
Way Value Determination

Project No.

2010

Project Description

This project provides for the annual evaluation and determination of land and right -
of
-
way fair market values
within the City for the
purpose of updating development fee calculations such as the park -
in
-
lieu fee.

Notes

Fair market land values are evaluated annually as recommended in Section 1 of the 2014 Transit Area Development Impact Fee Update. Evaluation is typically completed annually by June. (TASP ID #45)

Estimated Cost

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Design

46,000

9,000

9,000

9,000

9,000

9,000

91,000

Administration

5,000

900

900

900

900

900

9,500

TOTAL

$51,000

$9,
9 00

$9,
9 00

$9,
9 00

$9,
9 00

$9,
9 00

$100,500

Funding Source

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

TASP Impact
Fees

51,000

9,
9 00

9,
9 00

9,
9 00

9,
9 00

9,
9 00

100,500

TOTAL

$51,000

$9,
9 00

$9,
9 00

$9,
9 00

$9,
9 00

$9,
9 00

$100,500

21 City
Buildings Exterior Improvements

Project No.

3414

Project Description

This project provides for the exterior painting and repairs of City buildings including Public Works/Police, Senior Center, Community Center, City Hall, Library and its parking garage, and Sports Center. Buildings should be painted or sealed approximately
every 10 to 15 years to maintain the appearance and prevent damage caused by moisture infiltration.

Notes

On 3/17/26, City Council awarded construction contract for moderniz
ation

of the

exterior façade of the Sports
Center Building and
p
aint
ing of

Ayer Pump Station reservoir
, which is anticipated to be completed by fall 2026.

F
unding request in FY2026
-
27 is for the exterior painting of Sal Cracolice Building. Planned funding request in FY2027
-
28 is

for the exterior painting of the Public Works Corporation Yard/Fleet buildings

Estimated Cost

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Design

50,000

0 0

0 0

0 50,000

Administration

50,000

0 0

0 0

0 50,000

Improvements

500,000

150,000

150,000

150,000

150,000

150,000

1,250,000

TOTAL

$600,000

$150,000

$150,000

$150,000

$150,000

$150,000

$1,350,000

Funding Source

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

General
Government
CIP Fund

600,000

150,000

0 0

0 0

750,000

No Funding
Source

0 0

150,000

150,000

150,000

150,000

600,000

TOTAL

$600,000

$150,000

$150,000

$150,000

$150,000

$150,000

$1,350,000

22 On
-
Call Facilities Maintenance & Repair
Services

Project No.

3462

Project Description

This project provides for
on
-
call repair and maintenance services at all City facilities. Work may include, but is not limited to, repair and replacement of electrical and mechanical systems, plumbing, parking lots, UPS battery backup system replacement, pool equipment, motors/pump
s, fountain repairs, leak repairs, emergency power,
HVAC systems, painting, carpeting, code upgrades, replacement of floor coverings, restroom and shower facilities, kitchen improvements, locksmith services, windows, doors and gates, replacement of furnitu re and
fixtures, removal and disposal of hazardous materials such as ballasts, lamps/bulbs, batteries, paint, aerosol, cleaning products, pesticides, appliances etc., and other related improvements. All work will be performed on a priority and funding avai
lability basis.

Notes

Funding request in FY202
6 -
27 is for on
-
call repair & maintenance service contracts related to City facilities.

Estimated Cost

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Improvements

2,295,000

400,000

400,000

400,000

400,000

400,000

3,895,000

TOTAL

$2,295,000

$400,000

$400,000

$400,000

$400,000

$400,000

$3,895,000

Funding Source

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

General
Government
CIP Fund

2,295
,000

400,000

0 0

0 0

3,895
,000

No Funding
Source

0 0

400,00
0 400,00
0 400,00
0 400,00
0 1,600,00
0 TOTAL

$
2,295
,000

$400,000

$400,000

$400,000

$400,000

$400,000

$
3,895,000

23 End
-
User Computer Replacement

Project No.

3473

Project
Description

The project provides for the replacement of approximately 755 desktop and laptop computers by establishing a proactive replacement cycle of 6 years for desktops and 5 years for laptops. This initiative ensures system reliability, performance, and security
of computers, and reduces crashes, workflow disruptions, and vulnerabilities. This approach aligns with industry best practices, enhances staff productivity, and strengthens the City’s technology infrastructure.

Notes

Workplan in
FY2025
-
26 is

to replace
1 70

computers/laptops.

On 12/16/2025, the City Council approved the
purchase order for Phase 1 of the computer replacement.

Funding request in FY 2026
-
27 is for the replacement of
141 computers/laptops. Planned funding request
s

from FY2027
-
28 to FY20
30 -
31 are

for the replacement of
approximately 141 units per fiscal year.

Estimated Cost

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Equipment

290,000

215,000

215,00
0 215,000

215,00
0 215,00
0 1,365,
000

TOTAL

$290,000

$215,000

$215,000

$215,000

$215,000

$215,000

$1,365,000

Funding Source

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Equipment
Replacement
Fund

0 48,500

0 0

0 0

48,500

Information
Technology
Replacement

290,000

146,000

215,000

215,000

215,000

215,000

1,296,000

Sewer
Infrastructure
Fund

0 10,000

0 0

0 0

0 Water Capital
Surcharge

0 10,500

0 0

0 0

0 TOTAL

$290,000

$215,000

$215,000

$215,000

$215,000

$215,000

$1,365,000

24 Public Art Program

Project No.

3489

Project Description

This project provides for the design and installation of new art and murals; creation of a Public Art Master Plan to establish goals, roles, and procedures; implementation of the Mural Program policy to promote mural activity
reflective of the heritage, diversity and aspirations of the community through engagement with muralists, property owners, community stakeholders and residents; and assessment and maintenance of City’s public art co llection.

Notes

On 10/5/2021, City Council adopted a Mural Program policy. City Council approved the historical marker concept on 9/19/2023 and design services agreement on 3/18/2025 for Bob McGuire, Delano Manongs, Frederick Creighton, Peter B. Gill, Jose Higuera Adobe,
Leo Murphy, and Sunnyhills Albert Augustine Jr. Memorial Park. On 12/12/2023, City Council approved a mural to be painted on 3 traffic signal cabinets located at Jacklin/Escuela, Yosemite/Sinclair Frontage, and Calaveras/Gadsden. On 5/7/2024, City Council approved a design service
agreement for Dixon Landing Park public art mural. On 5/6/2025, City Council adopted

the Public Art Master Plan.

In FY202
4 -
202
5 , Recreation completed
an
installation of the

Womanhood Project Marker at Delano Manongs Park.

Workplan in FY202
5 -
26 is to
perform maintenance work on existing art pieces per recommendation provided in the Master Plan,
design the mural on VTA's light rail pillars, paint a mural on 3 traffic signal cabinets, and install historical markers at various parks.

Funding request in FY202
6 -
2 7

is for the annual contribution from the Public Art
Fund
to support the ongoing
implementation of the Mural Program
.

Estimated Cost

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Administration

338,500

5,000

5,000

5,000

5,000

5,000

363
,
5 00

Improvements

502,500

50,000

50,000

50,000

50,000

50,000

752
,
5 00

TOTAL

$841,000

$
55 ,000

$5
5 ,000

$5
5 ,000

$5
5 ,000

$5
5 ,000

$1,
116,000

Funding Source

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Public Art Fund

841,000

55,000

55,000

55,000

55,000

55,000

1,116
,000

TOTAL

$841,000

$55,000

$55,000

$55,000

$55,000

$55,000

$1,116,000

25 Capital Improvement Program
Administration

Project No.

3490

Project Description

This project provides for the annual preparation of the Capital Improvement Program.

Work includes program
administration, printing, and software programming assistance.

Notes

Funding request in FY202
6 -
2 7

is for the annual administration and preparation of the Capital Improvement Program.

Estimated Cost

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Administration

2,785,000

720,000

720,000

720,000

720,000

720,000

6,385,000

TOTAL

$2,785,000

$720,000

$720,000

$720,000

$720,000

$720,000

$6,385,000

Funding Source

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

General
Government
CIP Fund

975,000

252,000

0 0

0 0

1,227,000

Sewer

Infrastructure
Fund

626,000

162,000

162,000

162,000

162,000

162,000

1,436
,000

TASP Impact
Fees

558,000

144,000

144,000

144,000

144,000

144,000

1,278
,000

Water Capital

Surcharge

626,000

162,000

162,000

162,000

162,000

162,000

1,436
,000

No Funding
Source

0 0

252,000

252,000

252,000

252,000

1,008,000

TOTAL

$2,785,000

$720,000

$720,000

$720,000

$720,000

$720,000

$6,385,000

26 City B
uilding’s HVAC System
Improvements

Project No.

3499

Project Description

The project provides for the
repair, replacement, and/or upgrades to the HVAC systems

including, but not limited
to, chillers, boilers, exhaust fans,
furnaces, filters and variable air volume (VAV) boxes, at all City facilities. Many
of the existing systems are nearing the end of their useful life, requiring extensive repairs or replacement.

Notes

In FY2024
-
25, Public Works completed
the

replacement of an AC unit at Sports Center.

Workplan in FY202
5 -
2 6
is
for the replacement of VAV boxes at Public Works/Information Technology/Police Department building.

Funding
request in FY2026
-
27 is for H
VAC
replacement at the Sports Center, Fire Station 3,
and
Senior Center
. Planned
funding request
in FY2027
-
28 is for
the replacement of chillers and HVAC system at the Public Works/Information Technology/Police Department building

as well as
HVAC system at the

Community Center

pending the conditional
building assessment that is currently underway.

Estimated Cost

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Improvements

975,000

530,000

450,000

150,000

0 0

2,105,000

TOTAL

$975,000

$530,000

$450,000

$150,000

$0

$0

$2,105,000

Funding Source

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

General

Government
CIP Fund

975,000

530,000

0 0

0 0

1 ,
5 05
,000

No Funding
Source

0 0

450,00
0 150,00
0 0

0 600,000

TOTAL

$975,000

$
53 0,000

$450,000

$150,000

$0

$0

$2,
10 5,000

27 Real
-
Time Monitoring Center

Project No.

New

Project Description

This project provides for the planning, design, and construction of Real Time Monitoring Center

(RTMC)
at the
Police
Department Building
, which will
integrate with the
existing Automated License Plate Reader (ALPR) and
Drone as a First Responder (DFR) programs

to enhance emergency response, improve situational awareness and strengthen operational efficiency and deployment strategies.

Notes

Funding request in FY2026
-
27 is for the
implementation of the system.

Estimated Cost

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

Improvement
s

0 325,000

0 0

0 0

325,000

TOTAL

$
0 $325,000

$0

$0

$0

$0

$325,000

Funding Source

Phase

Prior Year

FY2026
-
27 FY2027
-
28 FY2028
-
29 FY2029
-
30 FY2030
-
31 Total

General

Government
CIP
Fund

0 325,000

0 0

0 0

325,000

TOTAL

$0

$325,000

$0

$0

$0

$0

$325,000

28

29 2027
-
31 Summary of Estimate Costs

No.

Project Name

Prior Year

FY

2026
-
27 FY

2027
-
28 FY

2028
-
29 FY

2029
-
30 FY

2030
-
31 Total

2005

Delano Manongs
Pedestrian Bridge

2,425,000

0 0

0 0

0 2,425,000

2012

(Rmb) Metro Linear Trails

3,270,000

0 0

0 0

0 3,270,000

2023

Metro Tango Subdistrict
Park

1,100,000

10,600,000

0 0

0 0

11,700,000

2024

Innovation District Parks
and Trails
Master Plan

200,000

0 0

0 0

0 200,000

3424

Citywide Park
Rehabilitation

2,703,497

0 600,000

600,000

600,000

600,000

5,103,497

3463

On
-
Call Parks and
Landscaping Services

720,000

100,000

100,000

100,000

100,000

100,000

1,220,000

3471

Sinnott Park Playground
Renovation

1,800,000

0 0

0 0

0 1,800,000

3491

Cardoza Park/Dixon
Landing
Softball Fields
Improvement

800,000

0 0

0 0

0 800,000

3501

ARPA Park Rehabilitation
–

Engineering

3,270,815

0 0

0 0

0 3,270,815

3505

Sports
Center Football
Bleacher Replacement

1,700,000

0 0

0 0

0 1,700,000

5102

Delano Manongs Park

12,154,820

301,516

0 0

0 0

12,456,336

5108

Sports Fields Turf
Rehabilitation Program

776,000

0 0

0 0

0 776,000

5110

Sandalwood Park
Renovation

475,000

0 2,200,000

0 0

0 2,675,000

5113

Minor Sports Courts
Rehabilitation Program

1,200,000

0 150,000

150,000

150,000

150,000

1,800,000

5116

Pickleball Improvements

200,000

0 0

0 0

0 200,000

New

Delano Manongs Soccer
Field Turf
Replacement

0 300,000

1,550,000

0 0

0 1,850,000

New

Parks Pathway

Improvement

0 1,000,000

0 0

0 0

1,000,000

Total Cost

$32,795,132

$12,301,516

$4,600,000

$850,000

$850,000

$850,000

$52,246,648