TS 17-2.03 Detectable Warning Surfaces
All curb ramps shall have a detectable warning surface. Detectable warning surface shall be in the form of tiles manufactured from a fiberglass reinforced ultraviolet stabilized polymer composite.
Tiles shall be wet-set cast-in-place. Detectable warning surface tiles shall conform to the requirement established by the Department of General Services, Division of State Architect and incorporate an in-line pattern of truncated domes measuring nominal 0.20 inch in height, 0.90-inch base diameter, and 0.45-inch top diameter and spaced 2.35 inches center-to-center as measured side by side. Field area shall consist of a high density, pyramid micro textured of raised points 0.05 inch high.
Detectable warning surface tiles shall be Armor-Tile or approved equal. Detectable warning surface tiles color shall be homogeneous throughout the tile. Color of the detectable warning surface shall be “Federal Yellow” per Caltrans Standards, unless specified by Owner.
Installation of surface applied detectable warning surface shall not be allowed unless approved by Owner.
Detectable warning surface tiles shall be configured such that the required area is covered by no more than two (2) tiles to conform to the dimensions as shown on the Plans, and as directed by Engineer. If multiple detectable warning surface tiles are used, joint shall be joined in the curb ramp or as approved by Engineer.
Detectable warning surface tiles shall conform to the following ASTM specifications:
ASTM D 695 Compressive Strength Not less than 25,000 psi ASTM D 790 Flexural Strength Not less than 30,000 psi
ASTM D 570 Water Absorption 0.05%
ASTM C 1028 Slip Resistance 0.8 wet/dry
ASTM E Flame Spread Index ≤25
ASTM B 117 Salt Spray No Change (300 hours)
488
Technical Specifications 52 2026 Pavement Rehabiliation Project ASTM 1308 Chemical Stain No Effect
ASTM C 501 Abrasion Resistance Lw>500
ASTM G 155 Accelerated Weathering Delta E<5 (2,000 hours) ASTM D 638 Tensile Strength 12,500 psi
AASHTO-H20 Load Bearing at 10,410 lbs. No Cracking, Delamination or Deformation
ASTM C 1026 Freeze/Thaw/Heat No Chipping, Cracking or Peeling ASTM D 1037 Accelerated Aging [Freeze/Thaw] No Change in Color, Gloss, Delamination
ASTM D 696-03 Linear Thermal Expansion 9.45x10-7 per degree Fahrenheit.
Detectable warning surface tiles shall be suitably packed or crated to prevent damage in shipment or handling. Finished surfaces shall be protected by sturdy plastic wrappings to protect tile from concrete residue during installation and tile shall be identified by part number. Protective plastic wrapping shall be removed within twenty-four (24) hours after tiles are installed.
Detectable warning surface installation shall comply with Manufacturer’s recommendations.
Detectable warning surface tiles shall be warranted in writing for a period of five (5) years from date of final completion. Guarantee shall include defective work, breakage, deformation, fading and loosening of tiles.
Contractor shall be certified as a truncated dome installer and possess an installation certification from a truncated dome manufacturer that shall be proved five (5) days prior to the Pre-Construction Meeting with the truncated dome material submittal.
TS 17-3 CONSTRUCTION
TS 17-3.01 General
Curb ramps and island passageways shall comply with Section 73, “Concrete Curbs and Sidewalks,” of the Standard Specifications and current California Building Code requirements.
Existing concrete shall be saw cut to full depth prior to removal and all concrete outside the limits of work shall be protected in place. Any concrete broken outside the limits of work due to Contractor’s failure to comply with these requirements shall be removed and replaced at their expense.
Line and grade of the replaced facilities shall conform to the existing facilities. In most instances, this shall consist of a straight line between existing facilities. However, it may be necessary to construct grade breaks so that replaced facilities conform to the 489
Technical Specifications 53 2026 Pavement Rehabiliation Project existing pavement surfaces and so that replaced facilities meet slope requirements as required by the Americans with Disabilities Act (ADA), Public Right-of-Way Accessibility Guidelines (PROWAG), and Owner’s Standard Plans.
Contractor shall water test all repaired curbs and gutters, cross gutters, and other repaired drainage facilities in the presence of Engineer.
Commercial driveway and alley approaches, including the adjacent curb and gutter section, shall be removed and replaced within twenty-four (24) hours. Curing time shall be seventy-two (72) hours.
No horizontal or vertical control shall be provided for the forming and placing of new concrete facilities, unless shown otherwise on the Plans. It is the responsibility of Contractor to ensure that new concrete facilities are constructed in accordance with the Standard Plans, City of Belmont Standard Plans, and as specified in the Standard Specifications.
TS 17-3.02 Protection of Existing Facilities
Contractor shall protect existing facilities from damage, and discoloration from concrete splash. Adjacent concrete facilities shall be covered during concrete placement to prevent concrete splash and excess concrete from staining the adjacent concrete. After initial placement, strike off and finishing, the protection shall be removed, and the adjacent concrete cleaned.
Vertical existing facilities such as light poles, walls, etc. shall be protected with plastic extending a minimum of three (3) feet above the concrete surface. After initial placement, strike off and finishing, the protection shall be removed, and the vertical surfaces cleaned.
TS 17-3.03 Subgrade
After the subgrade is prepared, moisture conditioned and compacted at zero to three percent (0-3%) over optimum as determined by Cal Test 216 and 231. Subgrade shall be compacted to 90% minimum relative compaction under General Concrete Facilities.
For concrete work in heavy vehicular traffic areas (such as for mountable medians and curbs) subgrade shall be compacted to 95% relative compaction at zero to three percent (0-3%) over optimum as determined by Cal Test 216 and 231.
Contractor shall continuously maintain the sub-grade in a uniform condition at the moisture content obtained during sub-grade compaction until the concrete is placed.
TS 17-3.04 Forming
Wooden forming shall be of two (2)-inch nominal thickness, staked at two (2)-feet intervals. Maximum gap at the bottom of the forms shall be 1-3/4 inches.
Forms will be checked by Engineer prior to concrete delivery to the work site. Contractor shall give Engineer a forty-eight (48) hour notice prior to inspection of concrete. 490
Technical Specifications 54 2026 Pavement Rehabiliation Project TS 17-3.05 Tolerances
Maximum variation from design elevation shall not exceed +/- 0.02 foot. In some instances, particularly in critical drainage areas, tolerances may be reduced to zero.
Concrete facilities shall be installed to maintain or provide positive drainage. Questions regarding applicable tolerances shall be directed to Engineer forty-eight (48) hours in advance of the work.
When shown in the drawings, the concrete shall be set at the design elevations. When existing facilities are to be removed and replaced without design elevations, they shall conform to the existing elevations and grades. Generally, this shall be at a straight line between the start and end points of the removal. However, it may be necessary to construct grade breaks so that replaced facilities conform to the existing pavement surfaces and so that replaced facilities meet the slope requirements in accordance with the Standard Plans, City of Belmont Standard Plans, and as specified in the Standard Specifications.
TS 17-3.06 Placing and Finishing
Concrete shall be deposited on a moist grade in such a manner as to require as little rehandling as possible.
Workmen will not be allowed to walk in the freshly mixed concrete with boots or shoes coated with earth or foreign substances.
TS 17-3.07 Strike Off, Consolidation, and Finishing
In general, adding water to the surface of the concrete to assist in finishing operations shall not be permitted. Before final finishing is completed and before the concrete has taken its initial set, the edges shall be carefully finished with the radius shown on the Plans or a radius to match the existing construction. Concrete shall be thoroughly consolidated against and along the faces of all forms and adjacent concrete. After the forms are removed, excess concrete below the form surface shall be removed to be flush with the form face.
All new concrete shall match existing facilities in texture, color, and appearance.
TS 17-3.08 Concrete Protection
Contractor shall always have materials available to protect the surface of the fresh concrete against rain. These materials shall consist of burlap, curing paper, or plastic sheeting. If plastic sheeting is used, it shall not be allowed to contact finished concrete surfaces.
Contractor shall also protect the concrete against traffic and vandalism. If the concrete is damaged or vandalized, Contractor shall make the necessary repairs at its own expense. Repair procedure for damaged or vandalized concrete shall be approved in advance by Engineer.
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Technical Specifications 55 2026 Pavement Rehabiliation Project TS 17-3.09 Curing
Concrete shall be cured by protecting it against loss of moisture, rapid temperature change, and mechanical injury for at least three (3) days after placement. White or clear liquid membrane compound shall be used.
After finishing operations have been completed, the entire surface of the newly placed concrete shall be covered by the curing medium. Edges of the concrete exposed by the removal of forms shall be protected immediately to provide these surfaces with continuous curing treatment. Concrete shall be allowed to cure seventy-two (72) hours prior to placement of adjacent asphalt.
TS 17-3.10 Joints
Control joints shall be placed at a maximum spacing of ten (10) feet, score lines no less than five (5) feet and against utility boxes/poles/structure. Control joints in all PCC facilities, except sidewalks, shall be formed by tooling a deep joint or by using expansion joint material. If expansion joint material is used, a minimum of two (2) 1/2” x 18” dowels shall be used with additional dowels placed every twenty-four (24) inches.
Control joints in sidewalks may be made using a tooled joint that shall extend a minimum of 1/4 of the depth of the concrete and shall not be less than 1-1/2 inches in depth.
Expansion joints shall be required at a maximum of forty (40)-feet intervals on curbs, curbs and gutters, cross gutters, swales, and sidewalks. Expansion joints shall also be required on all corners of curbs, curbs and gutters, sidewalks, at the outside boundary of access ramps, and other locations with discontinuities or reentrant corners that may cause cracking.
TS 17-3.11 Curb Ramps
It shall be the responsibility of Contractor to ensure that curb ramp slopes and dimensions are constructed in accordance with the latest version of Caltrans Standard Details A88A and A88B. All curb ramps shall meet current American with Disabilities Act (ADA) guidelines and conform to the Public Right-of-Way Accessibility Guideline (PROWAG), and it shall be the responsibility of Contractor to ensure that curb ramp slopes and dimensions are constructed in accordance with these guidelines.
Curb ramp construction will typically include removal and replacement of sidewalk, curb and gutter adjacent to new curb ramp, and installation of detectable warning surface (truncated domes). Truncated dome material shall be Safety Yellow in color. Final determination of constructed curb ramp ADA compliance will be based on current CBC requirements, and curb ramp shall meet current American with Disabilities Act (ADA) guidelines.
Existing concrete shall be saw cut full depth prior to removal. Any concrete broken due to Contractor’s failure to comply with these requirements shall be removed and replaced 492
Technical Specifications 56 2026 Pavement Rehabiliation Project at Contractor’s expense. Limits of removal and replacement work shall be determined by Engineer at each curb ramp location.
Contractor’s duties as part of curb ramp construction shall include coordinating with utility company representatives for those locations where existing utility boxes fall within the limits of new ramp and/or sidewalk construction.
Coordination efforts should be made early on in the Contract for those items that may require a long lead-in time or may involve significant interaction with utility company personnel.
TS 17-3.12 Cleanup and Backfill
After the concrete is placed, cured, and the forms have been removed, Contractor shall clean the work site of all concrete and forming debris. Aggregate base shall be replaced to match the existing base and compacted to ninety-five percent (95%) relative compaction. Pavement shall be restored in accordance with these Special Provisions. A minimum of two (2) lifts shall be used, none of that shall exceed three (3) inches, and the top lift shall be a minimum of 1-1/2 inches thick.
For pavements to be overlayed or resurfaced, the aggregate base and hot mix asphalt may be replaced with cement sand slurry in conformance to Section 19-3.062, “Slurry Cement Backfill,” of the Standard Specifications of CLSM.
After curing has been completed and the forms have been removed from the new curb and gutter or sidewalk, the void between the new concrete and the existing parkway shall be filled with clean native material, hand-tamped to a finish elevation of 1” min. to 2” max. below the finished concrete surface. The entire parkway shall be left in a clean and orderly condition.
For concrete removed but not replaced, the resulting void after excavation shall be backfilled with clean native material.
All pavement removed to facilitate in concrete form work placement for all valley gutter, curb and gutter construction shall be replaced with full depth HMA to match the existing pavement section or six (6) inches minimum (whichever is greater). Width of HMA conforms shall be twenty-four (24) inches minimum.
TS 17-3.13 Fencing Allowance
Fence removal to be done only if directed to do so by the engineer. Fence removal will include removal of all above-ground facilities including posts, fencing boards, etc. Any below-ground portions of the fence (i.e. footings) may remain unless found to conflict with the forming or construction of the new concrete facilities. Where conflicts are found to occur, Contractor shall remove enough of the footing to allow construction of new facilities to proceed per plan. Contractor shall avoid damage to adjacent landscaping behind fence. If Contractor anticipates some damage might occur to the landscaping, 493
Technical Specifications 57 2026 Pavement Rehabiliation Project Contractor shall notify the Engineer and request direction prior to commencing fence removal work.
TS 17-4 MEASUREMENT AND PAYMENT
The contract unit price paid per square foot for “Remove & Replace PCC Sidewalk/Ramping Surface”, “Remove & Replace PCC Driveway”, “Remove & Replace/Construct PCC Valley Gutter & Apron”, and “Install Detectable Warning Surface” will be measured along the curb top and will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Miscellaneous Concrete, complete in place, including removing, disposing, furnishing and placing concrete, complete in place including sawcutting, demolition, removal and disposal of existing PCC swale or curb and gutter, asphalt concrete, aggregate base, subgrade, native material, or any combination thereof (contractor shall anticipate that the full-depth section may consist of aggregate base, native material, or a combination thereof); excavation; utility locating; construction staking; subgrade preparation; backfill; sand slurry and/or aggregate base; compaction; dowelling; rebar; score marks; weakened plane joints; expansion joints; reconnecting curb drains; salvaging and resetting pavers, furnishing and applying curing compound; irrigation repairs; site restoration; and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
“Remove & Replace PCC Sidewalk/Ramping Surface” will be measured lengthwise along the sidewalk centerline, and widthwise from back of sidewalk to back of curb and gutter curb. PCC Sidewalk/Ramping surface under Detectable Warning Surface shall be measured and paid under the Bid item “Remove & Replace PCC Sidewalk/Ramping Surface.”
The contract price paid per linear foot for “Remove & Replace/ Construct PCC Rolled Curb & Gutter”, “Remove & Replace PCC Standard Curb & Gutter”, “Remove & Replace PCC Driveway Curb & Gutter”, “Construct PCC Valley Curb & Gutter”, and “Remove & Replace/Construct PCC Retaining Curb @ Back of Curb” will be measured along the curb top and will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Miscellaneous Concrete, complete in place, including removing, disposing, furnishing and placing concrete, complete in place including sawcutting, demolition, removal and disposal of existing PCC swale or curb & gutter, asphalt concrete, aggregate base, subgrade, and native material; excavation; utility locating; construction staking; subgrade preparation; backfill; sand slurry and/or aggregate base; compaction; dowelling; rebar; score marks; weakened plane joints; expansion joints; reconnecting curb drains; salvaging and resetting pavers, furnishing and applying curing compound; irrigation repairs; site restoration; and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
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Technical Specifications 58 2026 Pavement Rehabiliation Project The contract price paid per each for “Remove & Replace/ Construct Type GO Inlet Apron”, “Reconstruction Top of Curb Inlet/Catch Basin” and “Replace Drain Pipes Under Sidewalk/Curb Ramp” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Miscellaneous Concrete, complete in place, including removing, disposing, furnishing and placing concrete, complete in place including sawcutting, demolition, removal and disposal of existing curb & gutter, drain pipes, asphalt concrete, aggregate base, and native material, or any combination thereof (contractor shall anticipate that the full-depth section may consist of aggregate base, native material, or a combination thereof; excavation; utility locating; construction staking; subgrade preparation; backfill; sand slurry and/or aggregate base; compaction; dowelling; rebar; score marks; weakened plane joints; expansion joints; reconnecting curb drains; salvaging and resetting paver sidewalk, backfilling and regrading sand bedding; furnishing and applying curing compound; irrigation repairs; site restoration; and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
The contract price paid per each for “Relocate Utility Box Behind Back of Sidewalk” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Miscellaneous Concrete, complete in place, including removing, disposing, complete in place including sawcutting, demolition, removal and disposal of concrete, aggregate base, and native material; excavation; utility locating; construction staking; subgrade preparation; backfill; aggregate base; compaction; electrical work; backfilling and regrading native material; irrigation repairs; site restoration; and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
The contract price paid per lump sum for “Remove & Replace Wooden Fence (Allowance)” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved removing and replacing wooden fences as directed by the Engineer.
Payment for “Remove & Replace Wooden Fence (Allowance)” will only be made on an allowance basis and only for the work completed with prior approval from Engineer.
The Contractor shall have no claim to that portion of the allowance which is not necessary for the project.
The Contractor shall be responsible for removing and disposing of various existing materials at each of the Miscellaneous Concrete items above. The Contractor should expect to encounter various amounts of native materials and/or aggregate base. Full compensation for removing and disposing of existing material to the specified depth or as directed by the Engineer will be paid as directed above and no additional compensation will be allowed therefor.
Full compensation for protecting-in-place and adjusting to finished grade all utility boxes (public and private), coordination with utility agencies, and replacement of damaged 495
Technical Specifications 59 2026 Pavement Rehabiliation Project public utility boxes, shall be considered as included in the contract prices paid for Miscellaneous Concrete item of the various types, and no additional compensation will be allowed therefor.
TS 18 ROOT PROTECTION, ROOT PRUNING, AND TREE REMOVAL
TS 18-1 GENERAL
The work shall include but not limited to protecting in place existing trees, tree stumps and tree roots, removing existing trees, tree stumps, tree trimming, and pruning and removing tree roots as detailed on the Plans, and coordination with the City arborist.
Removal of tree roots shall be done adjacent to and under all damaged pavement to be removed and replaced under this contract. Any damage to irrigation systems or other utilities caused by the Contractor shall be repaired by the Contractor at his expense.
Pavement shall be removed in such a manner that tree roots and trunk are not damaged or scarred.
TS 18-2 CONSTRUCTION
TS 18-2.01 General
TS 18-2.02 Root Protection and Preparation for Root Pruning Contractor shall remove sidewalk in a manner that prevents any machinery, such as a backhoe, Bobcat, or mini excavator, from traveling over an exposed root zone.
Contractor shall make every attempt to not scrape, skin, or pull roots. Hand excavation around roots may be required.
Where roots must be pruned, the area shall be excavated down to the depth required for the improvements. All rock, concrete, or other loose material shall be removed.
No roots shall be torn or pulled using any other tools or machinery unless already severed on each end by one of the approved pruning tools.
Exposed roots shall be covered with soil, mulch, or wet burlap if they shall be exposed for more than forty-eight (48) hours without measurable precipitation.
TS 18-2.03 Root Pruning and Removal
All root pruning and removal shall be performed under the direct supervision of an International Society of Arboriculture (ISA) certified arborist. All root pruning shall comply with ANSI A300, Part 8 (2020) “Root Management” specifications 85 and 86.2-
86.4 as well as ANSI A300, Part 5 (2019) “Management of Trees During Construction” Specification 55.3.
Contractor shall have on hand for any root work needs that arise in the field the following tools: arborist’s hand saw, pole saw, lopper, axe, hatchet, digging-bar/spudbar (with cutting end), chainsaw, belt sander, Bosch multi-tool (or similar), reciprocating saw/saws all, or a root pruner approved by the City arborist. Root removal by other mechanical means (trencher, backhoe, loader, etc.) is specifically prohibited; no pulling or tearing of roots using tools or other machinery.
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Technical Specifications 60 2026 Pavement Rehabiliation Project Contractor shall remove all tree roots under the concrete or pavement to be repaired to a depth of twelve (12) inches below the subgrade. Areas where roots have been removed shall be backfilled with native material or Class 2 Aggregate Base. Area to be backfilled shall be scarified prior to the addition of backfill and shall be compacted to 90% relative compaction under concrete repairs and 95% under pavement repairs.
Limits of root removal shall be ten (10) feet to each side of the tree or shrub causing damage unless otherwise authorized by Engineer.
Roots two (2) inches in diameter or greater shall not be pruned without Owner Arborist present unless authorized by Engineer. Large roots shall be shaved to a depth of no more than one-third of their thickness or as approved by Owner Arborist. At no time shall any root pruning cut into the root flare as defined by Owner Arborist.
Roots between the tree and the Remove and Replace area are not to be disturbed.
Pruning of any roots greater than two (2) inches in diameter is prohibited unless otherwise authorized by Owner Arborist.
If the cut ends of tree roots shall be exposed for more than eight (8) hours, the cut ends of the roots shall be wrapped with fabric, then plastic, and kept moist until backfill is installed. When backfill is installed, the fabric and plastic shall be removed from the cut ends of roots.
Any damage done to adjacent pavement, concrete, or other improvements due to the failure to sever roots at the limits of the repair shall be repaired at Contractor’s expense.
Structural pruning of the canopy may be required to offset the loss of roots. Extent will be determined by Owner Arborist. Contractor shall have seven (7) days to complete structural pruning after pave back. An arborist’s report shall be provided to certify that the canopy has been sufficiently pruned to offset loss of roots.
TS 18-2.04 Tree Trimming
Contractor shall trim the canopies so that they are at least fifteen (15) feet above the roadway surface. Contractor shall trim tree canopies at certain intersections where the canopies currently obstruct the visibility of traffic signals.
All tree trimming shall be performed under the direct supervision of an ISA certified arborist. Tree trimming shall comply with ANSI A300, Part 1 (2017) “Standard Practices (Pruning)” Specifications 5.2, 7.1, 7.3, and 8.0.
Owner Arborist shall be on site for pruning of any branch that is two (2) inches in diameter or larger.
TS 18-2.05 Tree Removal
At the discretion of Owner Arborist, Contractor shall remove trees that are deemed unstable due to root pruning and removal. Public notification is required no less than five (5) days prior to removing any trees. Owner will post proper public notifications and no tree may be removed until Owner verifies that the public notification period is complete.
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Technical Specifications 61 2026 Pavement Rehabiliation Project No trees greater than twenty-four (24) inches in diameter shall be removed.
Contractor shall coordinate with Owner Arborist and Engineer prior to tree removal.
Where trees are removed, stumps shall be ground twelve (12) inches below the existing grade. Voids shall be backfilled with native materials and mulch. All debris shall be removed from the work site and properly disposed.
TS 18-2.06 Damages
Contractor shall make every effort to avoid damaging any Owner’s property, including roots, trunk, and canopy of Owner-maintained trees. Contractor shall be responsible for damages as follows:
a) Contractor shall provide restitution to Owner for any damaged trees beyond the root and canopy pruning required to complete construction (as specified by Owner Arborist). For trees destroyed, removed, or significantly damaged, restitution shall be calculated using the Cost Approach with the Reproduction Method with the Trunk Formula Technique as set forth in the “Guide for Plant Appraisal, 10th Edition Revised.” For trees with damage that can be repaired (below the levels of destroyed, removed, or significantly damaged), restitution shall be calculated using the Cost Approach with the Repair Method with the Direct Technique as set forth in the aforementioned Guide. Damage assessment and above calculations will be performed by Owner Arborist. b) Contractor shall reimburse Owner for Owner’s expenses incurred in the related reparation work, consisting of, but not limited to, site inspections, corrective pruning, tree removal, and tree replacement.
Any damage done to adjacent concrete or other improvements due to the failure to sever roots at the limits of the repair shall be repaired at Contractor’s expense.
Damage assessment will be performed by Owner Certified Arborist.
TS 18-3 MEASUREMENT AND PAYMENT
Prune & Remove Tree Roots will be measured and paid for by the unit price at each location, regardless of the number of roots pruned and removed at each location.
The contract unit price paid per each for “Prune & Remove Tree Roots (Under PCC/HMA Repairs)” and “Tree Removal Less than 24” Diameter (Allowance)” and the contract price paid per linear foot for “Install Root Barrier” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in clearing, grubbing, tree protection, tree and stump removal, tree trimming, and root pruning, complete in place, including, site restoration, and clean-up, as shown on the plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer.
Payment for “Tree Removal Less than 24” Diameter (Allowance)” will only be made on an allowance basis and only for the work completed with prior approval from Engineer. The Contractor shall have no claim to that portion of the allowance which is not necessary for the project.
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Technical Specifications 62 2026 Pavement Rehabiliation Project TS 19 PRESERVING & PERPETUATING SURVEY MONUMENTATION
TS 19-1 SCOPE
Monument preservation tasks shall comply with Sections 8771 and 8772 of the Professional Land Surveyor’s Act effective January 1, 2012. Under Section 8771 monument preservation tasks are required at two (2) stages of the improvement project:
pre-construction and post-construction. A Monument Perpetuation Report has been prepared and will be provided by Owner.
A. Pre-Construction
All monuments within the work area outlined on the project drawings that control the location of subdivisions, tracts, boundaries, roads, streets, or highways, or provide horizontal or vertical survey control shall be referenced and documented in the following manner:
Monuments found during the field inspection shall be located and referenced, at least one (1) week prior to start of construction, by or under the direction of a licensed land surveyor or registered civil engineer legally authorized to practice land surveying. A minimum of four (4) reference points per survey monument shall be set. Reference points shall be in compliance with Sections 8771 (a) and 8772 of the Land Surveyor’s Act in terms of durability, location, and identification of the licensed land surveyor, registered civil engineer, or public agency. Upon completion and no later than one (1) week prior to construction, Project Surveyor shall provide written notice to Owner Surveyor stating the monuments have been located and referenced.
B. Post-Construction
A field inspection shall be conducted to identify all monuments (including reference points set in the pre-construction phase) destroyed or disturbed by the improvement project. Monuments and reference points identified as destroyed/disturbed shall be reset in the surface of the new construction, and affected monument wells shall be reconstructed in a manner approved by Owner Surveyor. Reference points shall be in compliance with Sections 8771 (a) and 8772 of the Land Surveyor’s Act in terms of durability, location, and identification of the licensed land surveyor, registered civil engineer, or Owner.
A Corner Record or Record of Survey of the monuments and reference points shall be prepared and submitted to Owner Surveyor for preliminary review.
Corner Record or Record of Survey shall incorporate Owner Surveyor’s revisions, if any, and be filed with the County Surveyor. Prior to the recording of the Certificate of Completion for the Project, Project Surveyor shall provide Owner with proof of submittal to the County via transmittal or similar documentation.
For Type A Monuments, the Contractor shall protect in place existing brass marker and concrete core. Do not adjust to final grade until the adjacent pavement or surfacing is complete. Adjust frame and cover and complete permanent paving or surfacing surrounding the cover before opening the lane to traffic. 499
Technical Specifications 63 2026 Pavement Rehabiliation Project Survey monument installation and adjustments shall be performed per County of San Mateo Public Works Standard Drawings, Drawing D-10, “Standard Structures Monument, Frame and Cover”. Contractor shall provide all materials for survey monument installation, including brass tag.
TS 19-2 MEASUREMENT AND PAYMENT
The contract unit price paid per each for “Survey Monument Preservation”, “Replace Non-Standard Survey Monumentation w/ Street Monument”, “Reset Non-Standard Survey Monumentation (Allowance)” and “Locate Buried Monument (Allowance)” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Preserving Survey Monumentation, including referencing the location of existing monuments with sufficient control points, filing pre-construction corner records, paying for all costs associated with filing and recording corner records with the County, and performing post construction field review to determine if monuments have been disturbed, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.
Payment for “Reset Non-Standard Survey Monumentation (Allowance)” and “Locate Buried Monument (Allowance)” will only be made on an allowance basis and only for the work completed with prior approval from Engineer. The Contractor shall have no claim to that portion of the allowance which is not necessary for the project.
Enforcement and Penalty for Non-Compliance: For each existing Survey Monument which was destroyed or moved from its original location by the Contractor without benefit of a properly referenced and Pre-Construction Corner Record filed, a fee of $5,000 will be imposed, this being the cost for the City Surveyor to resurvey and reliably reestablish the monument’s former location.
TS 20 LOWERING AND ADJUSTING OF UTILITY COVERS
TS 20-1 GENERAL
TS 20-1.01 Summary
Utility covers shall be adjusted to finish grade, including manhole frames and grates; water valves; survey monument covers; monitoring well covers; miscellaneous utility boxes, and water meter boxes, and shall comply with Subsection 71-5.03B, “Frames, Covers, Grates, and Manholes,” of the Standard Specifications. On roadways to be milled, facilities shall be lowered prior to cold planing and adjusted to finish grade after completion of the resurfacing work. Adjusting water valves shall include a water valve cover, valve box, and eight (8)-inch riser.
500
Technical Specifications 64 2026 Pavement Rehabiliation Project Contractor shall coordinate with the respective owner of the utility to place the required materials prior to adjustment and after work is completed. Contractor shall be responsible for obtaining and purchasing all permits that pertain to lowering and adjusting existing utilities within the limits of work of the appropriate governing jurisdiction.
Contractor shall contact Owner at least forty-eight (48) hours prior to adjustment and after work is completed and report via email.
Contractor shall mark, as approved by Engineer, and completely protect with heavy plastic or other suitable material, as approved by Engineer, all utility covers or other items that are visible on the surface and shall be covered by Contractor’s operations.
This shall be completed prior to the start of that operation and approved by Engineer.
All work shall conform to the application provisions of the Standard Specifications, these Special Provisions, the Plans and Typical Sections, Owner’s Standards, and as directed by Engineer.
TS 20-2 MATERIALS
TS 20-2.01 General
Concrete mix used for replacement of concrete utility collars, or around manholes, survey monuments, and other utility covers with collars shall be Type II or Type V.
Salvaged materials that are undamaged may be reinstalled as directed by Engineer. 3/8” HMA shall be used to pave back around the utilities after the concrete has cured.
Cast-in-place or precast concrete and brick or vitrified clay pipe shall be replaced in kind unless otherwise permitted by Owner of the facility.
TS 20-3 CONSTRUCTION
TS 20-3.01 General
Contractor shall properly locate and tie off existing facilities to be lowered in advance of paving operations. Reference points of at least two (2) points shall be provided on the face or top of curb, showing the distance to the utility that is to be lowered or adjusted and the utility type.
Care shall be taken to keep frames and covers clean. The Contractor shall completely protect with heavy plastic or other suitable material all utility covers or other items that are visible on the surface and will be covered by his operations. This shall be completed prior to the start of operations and approved by the Engineer. Any materials that adhere to the frames and covers shall be removed.
Dirt, rocks, and debris shall not be permitted to enter sewers or storm drain lines.
Temporary covers shall be placed to prevent entry of material into manhole, sewer, and storm drainpipes. Existing facilities (boxes, lids, frames, and covers) found in damaged condition must be reported to Engineer before disturbing. Existing facilities found in damaged condition shall be replaced by Contractor with materials furnished by Owner.
Contractor shall notify utility owners at least seven (7) days in advance of the need to 501
Technical Specifications 65 2026 Pavement Rehabiliation Project commence work required prior to paving operations and again for work required after paving operations. Facilities damaged by Contractor shall be replaced at their expense.
Cones with Caution tape must be used when working on utilities, specifically when they are left exposed to traffic.
Lowering and Adjusting of utilities shall be performed per San Mateo County Standard Drawings, unless otherwise specified within these special provisions.
TS 20-3.02 Lowering
Frames and covers must be lowered to a sufficient depth so that cold planing equipment shall pass over the top without damaging it. Utility depressions shall be temporarily filled with HMA (or other approved materials) after lowering or cut back before opening lanes to traffic. Care shall be taken to keep frames and covers clean. Any material that adheres to the frames and covers shall be removed.
When frames and covers cannot be lowered prior to cold planing, cold planing equipment shall “pick up” and “set down” on either side of the covers. Non-milled asphalt pavement around the lid or cover shall be removed by other means to the specified depth shown on the Plans. Lids and covers shall then be protected utilizing the following alternatives:
1. Ramp section (cut-back) around frame and cover and paint white.
2. Place lighted Portable Barricade over frame and cover (only allowed if outside of traffic lane and if approved by the Engineer).
TS 20-3.03 Adjusting
Asphalt/concrete around the manholes, survey monuments, water valves, and all other applicable utility covers shall be left 2 inches lower than the adjacent pavement. Surface shall be tack-coated with 0.10 gallons per square yard and paved with HMA.
Immediately after placement, the surface shall be sand-sealed.
Where applicable, concrete around manholes, survey monuments, and other utility covers with collars shall not be left exposed before final paving. Adjusted facility shall not vary to the high tolerance on one side and the low on the other. Total allowable variation is 1/8 inch. Adjusted facilities in sidewalks shall be flush with adjacent surfaces. Concrete around manholes, survey monuments, and other utility covers with collars shall be placed a minimum of five (5) hours prior to opening to traffic.
TS 20-3.04 Schedule
All facilities shall be adjusted to finish grade within 72 hours after the placement of the final surface paving on each individual street segment. If several lifts of pavement are to be placed, the facilities shall be raised if the paving operation ceases for more than 72 hours, or as approved by the Engineer.
Liquidated damages of $500 per day per utility cover will be applied if the time from the initial adjustment of any utility cover to the final placement at grade exceeds fourteen (14) days.
502
Technical Specifications 66 2026 Pavement Rehabiliation Project TS 20-3.05 Survey Monuments
Where new or adjusted survey monument boxes and covers are required, Contractor shall perform installation/adjustment without disturbing the location of the monument. If the monument is disturbed, Contractor shall be responsible for establishing it as a monument in accordance with State laws. Work for placement of the box and cover over an existing monument shall include removal and replacement of the HMA around the monument.
TS 20-4 MEASUREMENT AND PAYMENT
The contract unit price paid per each for, “Lower Gas Valve Cover”, “Lower Sanitary Sewer Manhole Cover”, “Lower Storm Drain Manhole Cover”, “Lower Sewer Cleanout Cover”, “Lower Survey Monument Cover”, “Lower Water Meter Cover”, “Lower Water Valve Cover”, “Adjust Catch Basin Frame & Grate to Finish Grade”, “Adjust Electrical Box to Finish Grade”, “Adjust Gas Valve Cover to Finish Grade”, “Adjust Sanitary Sewer Manhole Cover to Finish Grade”, “Adjust Storm Drain Manhole Cover to Finished Grade”, “Adjust Sewer Clean-out Cover to Finish Grade”, “Adjust Survey Monument Cover to Finish Grade”, “Adjust Water Meter Cover to Finish Grade”, and “Adjust Water Valve Cover to Finish Grade” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Lowering and Adjusting Existing Utility Facilities to Grade, complete in place, including demo, excavation, off haul and disposal of pavement, aggregate base and subgrade; coordination with the utility companies; for keeping the manhole cover pick holes clear; concrete, mortar and HMA (type A); as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
Cost of raising valves in slip cans with no existing concrete collar will be included in the cost of the paving operation and no additional compensation will be allowed, therefor.
Such payment will be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions.
Section 9-1.06B, “Increases of More Than 25 Percent,” and Section 9-1.06C, “Decreases of More Than 25 Percent,” of the State Standards will not apply to the bid items related to hot mix asphalt (HMA).
TS 21 TRAFFIC STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS TS 21-1 GENERAL
TS 21-1.01 Summary
Work consists of removing and replacing traffic striping, pavement markings, raised pavement markers (RPMs), and curb paint, and making modifications to existing striping indicated on the Plans and in these special provisions.
Traffic striping, pavement markings, and paint shall comply with Section 84, “Markings” of the Standard Specifications except as modified in these special provisions. 503
Technical Specifications 67 2026 Pavement Rehabiliation Project RPMs shall comply with Section 81-3, “Pavement Markers” of the 2024 Standard Specifications except as modified in these special provisions.
Delineators shall comply with Section 81-2, “Delineators” of the 2024 Standard Specifications except as modified in these special provisions.
TS 21-1.02 Submittals
Submit the following for each batch of thermoplastic, glass beads, and paint:
a. Certificate of compliance, including the product name, lot or batch number, and manufacture date
b. METS notification letter stating that the material is authorized for use, except for thermoplastic
c. SDS
d. Material data sheet for thermoplastic primer
For each lot or batch thermoplastic, submit a manufacture’s certificate of compliance with test results (tested under California Test 423) for the tests listed below. The date of test must be within one (1) year of use.
a. Brookfield Thermosel viscosity
b. Hardness
c. Yellowness index, white only
d. Daytime luminance factor
e. Yellow color, yellow only
f. Glass bead content
g. Binder content
For glass beads used in drop-on applications and in thermoplastic formulations, submit a certificate of compliance and test results for each lot of beads specifying the EPA test methods used and tracing the lot to the specific test sample. The testing for lead and arsenic content must be performed by an independent testing laboratory.
Submit a certificate of compliance for each type of RPM. 504
Technical Specifications 68 2026 Pavement Rehabiliation Project TS 21-2 MATERIALS
TS 21-2.01 General
TS 21-2.02 Thermoplastic
Thermoplastic must comply with State Specification PTH-02SPRAY, PTH-02HYDRO, or PTH-02ALKYD.
A primer of the type recommended by the manufacturer of the thermoplastic material shall be applied over all existing painted stripes and pavement legends to be covered with thermoplastic material as shown on the Plans.
TS 21-2.03 Paint
White and Yellow paint shall be Waterborne traffic line conforming to State Specification PTWB-01R2.
Blue, Red and Green paint shall be Waterborne traffic line for the international symbol of accessibility and other curb markings conforming to Federal Specification TT-P1952E.
Curb paint should be Ennis Flint Standard Fast Dry Waterborne Traffic Paint, or an approved equivalent. Color codes for Ennis Flint are as follows:
•Red 985204
•White 985201
•Blue 985205
•Yellow 985202
•Green 985206
TS 21-2.04 Glass Beads
Glass beads applied to molten thermoplastic material shall be Type 2 beads complying with AASHTO M247. Glass beads shall have a coating that promotes adhesion of the beads to thermoplastic.
TS 21-2.05 Green Bike Lane Markings
Green bike lane/box treatments shall be methyl methacrylate (MMA) traffic striping and marking product as listed on the California Department of Transportation Authorized Material List and conforming to the chromaticity requirement in the Federal Highway Administration (FHWA) Interim Approval for Optional Use of Green Colored Pavement for Bike Lanes (IA-14).
TS 21-2.06 Raised Pavement Markers (RPMs)
RPMs shall comply with Section 81-3.02C “Retroreflective Pavement Markers”, of the Standard Specifications and these Special Provisions RPMs shall be cemented to the pavement using a hot melt bituminous adhesive. Materials used in hot-melt bituminous 505
Technical Specifications 69 2026 Pavement Rehabiliation Project adhesives shall be Type PC, Grade III, calcium carbonate conforming to ASTM D1199.
Hot-melt bituminous adhesive material, when homogeneously mixed with filler material, shall conform to the Standard Specifications.
TS 21-3 CONSTRUCTION
TS 21-3.01 General
Removal and installation of traffic striping, pavement markings, and curb paint shall comply with Section 84-2.03, “Construction” of the Standard Specifications.
Removal and installation of RPMs shall comply with Section 81-3.03, “Construction” of the Standard Specifications.
TS 21-3.02 Existing Striping and Markings
Traffic striping and pavement markings shall be replaced within the limit of pavement rehabilitation and, if necessary, carried fifty (50) feet into the cross street onto pavement that is not being replaced. Methods of application of traffic striping, curb and pavement markings, and pavement markers shall conform to Section 314, “Traffic Striping, Curb and Pavement Markings, and Pavement Markers,” of Standard Specifications, manufacturer’s requirements, and these Special Provisions.
In areas adjacent to the reconstructed surfacing where existing striping must be changed to conform to a revised striping pattern, conflicting striping shall be removed by sand blasting, grinding, or other methods as specified in the Standard Specifications or by the Engineer. A primer of the type recommended by the manufacturer of the thermoplastic material shall be applied over the existing pavement to be covered with thermoplastic material. If ground pavement is not covered with new thermoplastic, the pavement shall be sealed to the satisfaction of the Engineer.
In areas to be overlaid or emulsion sealed, the contractor shall remove all existing thermoplastic and markers by sand blasting, grinding, or other methods as specified in the Standard Specifications or by the Engineer.
The Contractor shall replace all striping which has been damaged or obliterated by or during the work. This shall include striping replacement outside of the project site limits.
Both lines of each crosswalk shall be completely repainted even if only a portion of a line has been obliterated.
When the Contractor’s work removes or reduces the visual appearance of a lane, centerline, stop bar, limit line, crosswalk, etc., the Contractor shall replace all striping between the adjacent intersections in both directions. Where a median exists, this work will be required only in the roadway where the work has occurred, unless a detour which altered the pavement markings occurred in the other roadway. In such cases, the striping will be replaced in both directions.
506
Technical Specifications 70 2026 Pavement Rehabiliation Project TS 21-3.03 Cat Tracking/Layout for Temporary and Permanent Striping The alignment and layout of traffic stripes shall conform to Subsection 84-1.03, “Construction”, of the Standard Specifications.
All alignments and layout measurements, and other work necessary to locate and replace traffic stripes and pavement marking shall be performed by Contractor. Owner will not provide any assistance, information, or materials to Contractor. It shall be entirely Contractor’s responsibility to perform all necessary pre-construction and construction layout work, obtain all necessary measurements and information, and prepare all plans for performing the striping and marking work as specified. All traffic control systems necessary for performing striping and marking, as directed by the Engineer, shall be the responsibility of the Contractor.
The Contractor shall physically tie down the location of the beginning and ending of each paint or thermoplastic marking type in the adjacent curb top. The marking location shall not exceed 50 square inches each. Any locations exceeding this limit shall be removed by the Contractor prior to acceptance of the work. The Contractor shall contact the City Engineer for review of tie downs.
The Contractor shall be responsible for accurately referencing out and replacing the lines and positions of all traffic lines, directional lines, arrows, and other markings in accordance with the plans and City standard markings by cat tracking with painted marks.
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. Temporary tab markers shall be placed not more than 12’ apart on curves nor more than 24’ apart on straight segments.
Temporary tab markers shall be the same color as the traffic stripe that they are replacing, shall measure 2” tall by 3-1/2” wide, and have a reflective lens across the width of the marker.
Prior to application of permanent striping and markers, the Contractor shall call for review and approval of the proposed striping by the City’s Traffic Engineer or agent.
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 after approval is granted by the Traffic Engineer. The Contractor shall allow a minimum of three (3) working days for review of the layout by the City.
Multiple mobilizations of the striping crews and equipment may be required throughout the Project.
Contractor shall provide temporary striping per the final Striping Plan on cold planed and surface course. Black out will not be allowed. Cat tracking must be provided on the same day as the surface course. If Contractor does not follow the final layout, Owner may require Contractor to re-apply the treatment. 507
Technical Specifications 71 2026 Pavement Rehabiliation Project TS 21-3.04 Pavement Stencils
Pavement stencils shall conform to Caltrans Standard Plans and Details.
TS 21-3.05 Thermoplastic Traffic Stipes and Pavement Markings Thermoplastic traffic stripes and pavement markings shall conform to the provisions of Section 84-2, “Traffic Stripes and Pavement Markings of the Standard Specifications, as well as Caltrans Standard Details A3A through A24H.
Pavement temperature shall be measured at the beginning of the shift on each working day and this information shall be provided to the Engineer.
No primer or thermoplastic shall be installed within forty-eight (48) hours from the last measurable rain report as provided by the City.
TS 21-3.06 Retroreflective Pavement Markers (RPM)
Installation of both retroreflective pavement markers shall conform to the provisions of Section 81-3 “Pavement Markers” of the Standard Specifications.
Pavement markers shall be placed to the line established by the Contractor and approved by the Engineer, which will consist of temporary painted line or new or existing stripes one for each line of markers.
All additional work necessary to establish satisfactory lines for markers shall be performed by the Contractor.
RPMs shall be cemented to the pavement using a rapid set epoxy adhesive as specified in Section 95-1.02E, “Epoxy Adhesive for Placement Markers”, of the 2024 Standard Specifications. At the option of the Contractor, a hot melt bituminous adhesive may be used as specified in Section 81-3.02D, “Hot Melt Bituminous Adhesive”, of the Standard Specifications
The filler material used in bituminous adhesive shall be Type PC, Grade III, calcium carbonate complying with ASTM D1199, and shall conform to the gradations as specified in Section 81-3.02D.
Bituminous adhesive shall be heated indirectly in an applicator with continuous agitation or recirculation. Bituminous adhesive shall not be heated above the maximum safe heating temperature recommended by the manufacturer and shall not be applied at temperatures greater than 425ºF nor less than 375ºF.
Immediately after application of the adhesive, pavement markers shall be placed in position and pressure applied until firm contact is made with the pavement. Markers shall not be placed when the pavement or air temperature is 50ºF or less. Blast cleaning shall be required.
508
Technical Specifications 72 2026 Pavement Rehabiliation Project When bituminous adhesive is used for pavement marker placement, traffic control during placement operations shall conform to the requirements of "Traffic Control" of these Special Provisions.
TS 21-3.07 Cleanup
Upon completion of installing of traffic striping, pavement markings, retroreflective pavement markers, and curb paint, Contractor shall thoroughly clean the work site of all waste, rubbish, construction debris, drips, over sprays, improper markings, tracked thermoplastic materials and curb markings, all of that shall be removed immediately from the pavement surface by methods approved by Engineer.
TS 21-3.08 Equipment
On arterials and collectors, pavement striping shall be applied with a full-sized striping truck and shall be equipped with a data logger system that shows the actual material application rate and film thickness.
TS 21-3.09 Schedule
Temporary striping shall be placed on the same day that existing traffic striping and markings are removed and the same day that new pavement surface is placed.
Finished striping and marking shall not be applied until fourteen (14) calendar days after construction has been completed and shall be applied within five (5) working days after the initial fourteen (14) calendar days, unless otherwise directed by Engineer.
Liquidated damages of $300 per street per each day or part thereof will be applied for failure to comply with the requirements of temporary or permanent installation of traffic striping, pavement markings, or RPMs.
TS 21-4 MEASUREMENT AND PAYMENT
The contract unit price paid per each for “Install Blue RPM at Fire Hydrant”, “Pavement Marking “STOP” Legend (Thermo)”, and “Replace BPW Stencil on Red Curb Paint” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Traffic Striping, Markings and Raised Pavement Markers, complete in place, including proper removal and disposal of traffic striping, markings and markers; temporary striping; cat-tracking; primer; coordination with City’s Traffic Engineering Division; and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
The contract unit price paid per linear foot for “12” White Crosswalk/Limit Line (Thermo)”, “24” White Crosswalk Line (Thermo)”, “Striping Detail #2 (Thermo & Markers)”, “Striping Detail #22 (Thermo & Markers)”, and “Red Curb Paint” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Traffic Striping, Pavement Markings, and Pavement Markers, complete in place, including proper removal and disposal of traffic striping, markings and markers; temporary striping; cat-tracking; primer; coordination with City’s Traffic Engineering Division; and clean-up, as shown on the 509
Technical Specifications 73 2026 Pavement Rehabiliation Project plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
Curb Paint will be measured along the top of curb.
The provisions in Section 4-1.05 “Changes and Extra Work,” of the Standard Specifications shall not apply to the items of work in this section of these Special Provisions.
TS 22 ROADSIDE SIGNS, STANDARDS, AND OBJECT MARKERS
TS 22-1 GENERAL
TS 22-1.01 Summary
Work consists of salvaging, removing, replacing, and installing roadside signs, posts, standards, and pedestrian barricades, or making modifications as shown on the Plans and in the Specifications. Unless otherwise specified signs shall conform to the California MUTCD. Each sign shall consist of a base, standard or framework, and a sign panel. Sign units shall be capable of being delivered to the work site and placed into immediate operation. Object markers shall conform to the California MUTCD.
TS 22-1.02 Submittals
Contractor shall submit material data sheets for the following: signs, posts, mounting sleeves, foundation concrete and reinforcing steel, and setting grout.
TS 22-2 MATERIAL
TS 22-2.01 General
TS 22-2.02 Concrete
Concrete for sign post foundation shall be 2500 psi concrete, either prepackaged or ready mix.
Concrete for reinforced cast-in-drilled-hole pile foundations shall be 3600 psi concrete, with not less than 590 pounds of cementitious material per cubic yard, and shall conform to the requirements of Section 49-3 “Cast-In-Place Concrete Piling” and Subsection 56-3.01C(2)(b) “Cast-In-Drilled-Hole Concrete Pile Foundations” of the Standard Specifications and these Special Provisions.
TS 22-2.03 Grout
Post-setting grout shall meet requirements of Section 51-1.02G of the Standard Specifications.
TS 22-2.04 Posts
Posts for roadside signs shall conform to State Standard Plan RS1 and RS4. Posts shall be 12-gage galvanized steel 1.75-inch square tube with perforations, weighting
2.09 pounds per linear foot.
510
Technical Specifications 74 2026 Pavement Rehabiliation Project TS 22-2.05 Mounting Sleeves
Mounting sleeves shall be 12-gage galvanized steel 1.75-inch square tube with perforations. Roadside signs shall be installed with galvanized fastening hardware to poles at the locations shown on the Plans and as directed by Engineer.
Roadside sign mounting hardware shall be Ulti-Mate sign support system, with EZ Installation anchor, as manufactured by Western Highway Products or approved equal.
TS 22-2.06 Signs
Sign panels shall be fabricated from 1/16-inch minimum thickness aluminum and have High Intensity Prismatic (HIP) sheeting meeting current MUTCD retro-reflectivity requirements. New signs shall match existing panel sizes and shall have the manufacture date stamped on the lower back in a manner that is clearly visible after installation.
Temporary and permanent signs shall be free of blemishes that may affect the serviceability and detract from the general sign color and appearance when viewing during daytime and nighttime from a distance of twenty-five (25) feet. Face of each finished sign shall be uniform, flat, smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. Front, back, and edges of the sign panels shall be free of router chatter marks, burns, sharp edges, loose rivets, delaminated skins, excessive adhesive overspray, and aluminum marks.
Signs exhibiting a significant color difference between daytime and nighttime shall be replaced immediately.
TS 22-2.07 Standards
Standards shall conform to Section 56-3 “Standards, Poles, Pedestals, and Posts” of the Standards Specifications and these Special Provisions.
TS 22-3 CONSTRUCTION
TS 22-3.01 General
TS 22-3.02 Removal
Where specified on the Plans, Contractor shall remove existing signs. Contractor shall verify if pole can be reused at the same location for installation of new signs. If not, removal shall include sign, pole, and buried concrete pole base. Contractor shall backfill void with topsoil in landscape areas and aggregate base or controlled density fill (CDF) under pavement areas. For removal of post embedded in concrete facility, Contractor shall cut post flush with surface and fill void with non-shrink grout.
TS 22-3.03 Salvage Sign Panel
Roadside sign panel and mounting hardware shall be removed from post at the locations shown on the plans and as directed by the Engineer. Sign panel shall be removed from mounting hardware. Sign post shall be protected and remain in place.
Hardware shall be disposed of.
511
Technical Specifications 75 2026 Pavement Rehabiliation Project The roadside sign panels not reset on-site shall be salvaged and delivered to the City Maintenance Yard as directed by the Engineer.
TS 22-3.04 Salvage Standard and Rectangular Rapid Flashing Beacon Standard pole, sign panel, push button, and rectangular rapid flashing beacon shall be removed from locations shown on the plans, salvaged and protected by Contractor for future use.
Existing concrete foundation in conflict with new sidewalk and curb ramp facilities shall be removed and resulting void shall be backfilled with aggregate base and compacted to 90% R.C.
TS 22-3.05 Post Foundations
Contractor shall install signs square and plumb. Where possible, Contractor shall align sign posts in a straight continuous line. Sleeve shall extend four (4) inches above top of finish concrete elevation.
TS 22-3.05A Landscape Area
Post holes shall be twelve (12) inches in diameter and thirty (30) inches deep. Concrete shall be thoroughly mixed to four (4)-inch maximum slump. Contractor shall place concrete to the surface of the turf or mulch. Contractor shall even up vertical edges with trowel at least two (2) inches below top. Contractor shall finish top of concrete with trowel and slope away from pole. Medium broom finish shall be applied to exposed concrete base.
TS 22-3.05B Sidewalk and Concrete Areas
Contractor shall core eight (8) inch diameter hole thirty (30) inches deep. Concrete shall be mixed thoroughly to 4-inch maximum slump. Contractor shall finish top of concrete even with existing concrete, to match existing finish.
TS 22-3.06 Standard Foundations
Standard foundations shall be thirty (30) inch diameter by six (6) feet deep reinforced cast-in-drilled-hole pile foundation per drawings ES-7B & ES-7N of the Standard Plans, and installation shall conform to Section 49-3 “Cast-In-Place Concrete Piling” and Subsection 56-3.01C(2)(b) “Cast-In-Drilled-Hole Concrete Pile Foundations” of the Standard Specifications and these Special Provisions.
TS 22-3.07 Post Installation
Contractor shall install post in mounting sleeve so bottom of post is six (6) inches from top of sleeve. Contractor shall rivet post to mounting sleeve or bolt using tamper-proof bolts.
TS 22-3.08 Sign Installation
Roadside sign shall be installed with galvanized fastening hardware to sign pole at the locations shown on the plans and as directed by the engineer. 512
Technical Specifications 76 2026 Pavement Rehabiliation Project Retro-reflective sheeting shall be applied to sign panels as recommended by the retroreflective sheeting manufacturer without stretching, tearing, and damage. For sign panels that have a minor dimension of 48 inches or less, no splice will be allowed in the retroreflective sheet except for the splice produced during the manufacturing of the retroreflective sheeting. For sign panels that have a minor dimension greater than 48 inches, only one horizontal splice will be allowed in the retroreflective sheeting.
Unless specified by the manufacturer of the retroreflective sheeting, splices in retroreflective sheeting shall overlap by a minimum of one inch. Splices shall not be placed within 2 inches from edges of the panels. Except at the horizontal borders, the splices shall overlap in the direction from top to bottom of the sign to prevent moisture penetration. The retroreflective sheeting at the overlap shall not exhibit a color difference under the incident and reflected light.
Regardless of kind, size, type, or whether delivered by the Contractor or by a common carrier, signs shall be protected by thorough wrapping, tarping, or other methods to ensure that signs are not damaged by weather conditions and during transit. Signs shall be dry during transit and shipped on palettes, in crates, or tier racks. Padding and protective materials shall be placed between signs as appropriate. Finished sign panels shall be transported and stored by a method that protects the face of signs from damage. The Contractor shall replace wet, damaged, and defective signs.
Signs shall be stored in a dry environment at all times. Signs shall not rest directly on the ground or become wet during storage. Signs, whether stored indoor or outdoor, shall be free standing. In areas of high heat and humidity, signs shall be stored in enclosed climate controlled trailers or containers. Signs shall be stored indoor if the duration of the storage will exceed 30 days.
Screen processed signs shall be protected, transported and stored as recommended by the manufacturer of the retroreflective sheeting.
TS 22-3.09 Standard Installation
Salvaged Standard pole, signage, pedestrian push button, and rectangular rapid flashing beacon shall be installed on new foundation per drawings ES-7B & ES-7M of the Standard Plans, and installation shall conform to Section 56-3 “Standards, Poles, Pedestals, and Posts” of the Standards Specifications and these Special Provisions.
Pedestrian push button to be located on face of pole adjacent to sidewalk path of travel, and shall be installed forty-two (42) inches above the adjacent sidewalk surface.
TS 22-4 MEASUREMENT AND PAYMENT
The contract price paid per each for “InStall/Relocate Road Sign and Post” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Roadside Signs, Standards, and Object Markers, and related incidental work, including but not limited to demolition, excavation, disposal and offhaul, backfilling voids and compacting material, foundation steel reinforcement and concrete placement, curing, post/standard installation, relocating pedestrian push buttons, electrical wiring, shown on the plans, as specified in 513
Technical Specifications 77 2026 Pavement Rehabiliation Project the standard specifications and these special provisions, and as directed by the Engineer.
Full compensation for furnishing and installing protective overlay on signs shall be considered as included in the contract price paid per each sign of the various types and no separate payment will be made therefor.
TS 23 HEADER BOARDS
TS 23-1 GENERAL
TS 23-1.01 Summary
The work shall consist of furnishing and installing header board as indicated on the plans and as directed by the Engineer.
TS 23-2 MATERIALS
Header board material shall be No. 2 ACZA pressure treated two-inch by four-, six- or eight-inch wood, as indicated on the plans. Individual boards shall not be less than eight feet in length.
Staking material shall be No. 2 ACZA pressure treated wood of two sizes: two inch by four inch by eighteen inches for normal use, and two inch by six inch by eighteen inches when used at butt joints in the header board.
Fasteners shall be stainless steel 2-1/2 inch by No. 10 screws.
TS 23-3 CONSTRUCTION
The horizontal and vertical alignment of the header board shall be indicated on the plans or determined by the Engineer.
Square end butt joints are permissible. A two-inch by six-inch stake shall be installed at all butt joints, and two inch by four-inch stakes shall be installed at intervals not to exceed thirty-two inches. The space between the header board and the existing landscaping shall be filled with native material.
The stakes shall be trimmed with a fifteen-degree slope after installation. The top of the trimmed stake shall be flush to 1/2 inch below the top of the header board.
TS 23-4 MEASUREMENT AND PAYMENT
The contract price paid per linear foot for “Install 2”x4” Redwood Header Board” and “Remove & Replace 2’x10’ Header Board” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for performing all of the work, including but not limited to installation of header board, staking, backfill, all other work involved as shown on the Plans, as specified in the State Standard 514
Technical Specifications 78 2026 Pavement Rehabiliation Project Specifications, in these Special Provisions, and as directed by Engineer. No additional compensation will be allowed therefor.
TS 24 CHAIN LINK FENCING
TS 24-1 GENERAL
TS 24-1.01 Summary
The work shall consist of but not limited to salvaging, replacing and installing complete fence as described in Contract Documents
TS 24-1.02 References
American Society For Testing And Materials
1. ASTM A 123-00, 'Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products'
2. ASTM A 153-98, 'Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware'
3. ASTM A 392-96, 'Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric'
4. ASTM A 570-98, 'Standard Specification for Steel, Sheet and Strip, Carbon, Hot-Rolled, Structural Quality'
5. ASTM A 1011-01, 'Standard Specification Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability'
6. ASTM C 1107-99, 'Standard Specification for Packaged Dry, HydraulicCement Grout (Nonshrink)'
7. ASTM F 1043-00, 'Standard Specification for Strength and Protective Coatings on Metal Industrial Chain Link Fence Framework'
8. ASTM F 1083-97, 'Standard Specification for Pipe, Steel, Hot-Dipped ZincCoated (Galvanized) Welded, for Fence Structures' TS 24-2 MATERIALS
Fabric will consist of chain link fabric of 9 gauge wire galvanized after weaving with 1.2 ounce zinc coating conforming to requirements of ASTM A 392, Class I, 2 inch mesh.
Framework will consist of:
1. Posts and rails shall be roll-formed, self-draining shapes meeting strength requirements of ASTM F 669, Table 3, and with 2 ounce zinc coating per sq ft of surface area conforming to ASTM A 123.
515
Technical Specifications 79 2026 Pavement Rehabiliation Project
2. Line Posts - 2.375 inch outside diameter Schedule 40 tubular section weighing 3.65 lbs/lin ft meeting requirements of ASTM F 1083.
3. Terminal And Gate Posts -3 inch outside diameter Schedule 40 pipe weighing
5.79 pounds per lineal foot meeting requirements of ASTM F 1083.
4. Top And Brace Rail - 1.660 inch outside diameter Schedule 40 pipe weighing
2.27 lbs/lin ft meeting requirements of ASTM F 1083.
5. Fittings - Pressed steel or malleable iron, hot-dip galvanized conforming to ASTM A 153. Tie wires shall be 12 gauge minimum galvanized steel or 9 gauge minimum aluminum wire.
6. Tension Wire - 7 gauge minimum galvanized spring steel.
TS 24-3 CONSTRUCTION
Fence shall be installed by mechanics skilled and experienced in erecting fences of this type and in accordance with Contract Documents. When general ground contour is to be followed, make changes of grade in gradual, rolling manner. Evenly space posts in line of fence a maximum of 10 feet center to center.
Post foundations will be constructed as described in this section. Except atop retaining walls, set posts with concrete post foundations as specified below - Line Posts -,Diameter 8 inches, Depth 36 inches
Gate, End, And Corner Posts - Diameter 12 inches, Depth 42 inches At mow strips, set top of post foundation below grade sufficient to allow for placing of mow strip. Measure post foundation depth from top of mow strip.
Where fences are incorporated into slabs, measure post foundation depth from top of slab. Extend bottom of slab footing sufficient to allow specified amount of concrete around post. At existing slabs, install fence outside perimeter of slab.
For fences on retaining walls, provide 12 inch long sleeves to be cast into retaining wall.
Set pipe in sleeve and grout space between sleeve and post full.
Fence will be constructed as described in this section. After posts have been permanently positioned and concrete cured for one week minimum, install framework, braces, and top rail. Join top rail with 6 inch minimum couplings at not more than 21 foot centers. Stretch fabric by attaching one end to terminal post and supplying sufficient tension to other end of stretch so slack is removed. Fasten fabric to line posts with tie wires. Pass ties over one strand of fabric and hook under line post flange.
Place one tie as close to bottom of fabric as is possible with additional ties equally spaced between top and bottom band on approximately equal spacings not to exceed 14 inches on center. Attach fabric to roll formed terminals by weaving fabric into integral 516
Technical Specifications 80 2026 Pavement Rehabiliation Project lock loops formed in post. Attach fabric to tubular terminals with tension bars and bands.
Hold fabric approximately 2 inches above finish grade line. On top rail, space tie wires at no more than 24 inches on center. Securely attach fittings and firmly tighten nuts.
TS 24-4 MEASUREMENT AND PAYMENT
The contract price paid per linear foot for “Salvage & Replace Fence, Protect Post During Construction” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for performing all of the work, including but not limited salvaging, replacing and installing fencing and protecting fence post. Said payment shall be considered full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work described herein. No additional compensation will be allowed therefor.
TS 25 FINAL CLEANUP
TS 25-1 GENERAL
TS 25-1.01 Summary
Before final inspection of the work, Contractor shall clean the work and all ground occupied by Contractor in connection with the work, or all rubbish, excess materials (including liquid asphalt), and equipment.
TS 25-2 MEASUREMENT AND PAYMENT
Measurement and Payment for Final Cleanup shall be considered as included in the contract prices paid for the various bid items of work involved and no additional compensation will be allowed, therefor.
517
2026 Pavement Rehabiliation Project
APPENDIX A
City of Belmont Standard Details (Latest Edition)
1. SI-100 – Type A & E Curb & Gutter
2. SI-103 – Curb & Gutter @ Driveway Approach
3. SI-104 – Vertical To Rolled Curb Transition
4. SI-105 – Vertical Curb & Gutter with Sidewalk
5. S1-107 – Driveway Approach & Driveway Approach Sections (2 sheets)
6. City of Belmont Pavement Restoration Notes
7. SD-300 – Type GO Curb Inlet
8. SD-303 – Type Go Inlet Apron
9. ST-502 – Tree Root Barrier
10. PM-100 – Pavement Marking – Ladder Crosswalk
518
519
520
521
522
523
524
525
TABLE B
SECTION B-B PLAN
TYPE GO
TABLE A
SECTION A-A
FACE ANGLE ANCHOR DETAIL "B"
526
1 4
"
12"
527
SECTION A
PLAN VIEW
A
A
528
529
2026 Pavement Rehabiliation Project
APPENDIX B
County of San Mateo Standard Drawings (February 2022 Edition)
1. D-3 – Concrete Curb, Gutter, and Sidewalk Details (A1-6 Curb)
2. D-5 – Valley Gutter Details (Concrete Apron)
3. D-10 – Standard Structures Monument, Frame, and Cover 530
531
532
533
2026 Pavement Rehabiliation Project
APPENDIX C
2018 Caltrans Standard Plans
1. A20A – Pavement Markers and Traffic Lines Typical Details
2. A20D – Pavement Markers and Traffic Lines Typical Details
3. A24A – Pavement Markings Arrows
4. A24C – Pavement Markings Symbols and Numerals
5. A24D – Pavement Markings Words
6. A88A – Curb Ramp Details
7. A88B – Curb Ramp and Island Passageway Details
534
535
536
537
538
539
540
541
542
2026 Pavement Rehabiliation Project
APPENDIX D
Bid Item Quantities by Street
543
CITY OF BELMONT
2026 PAVING PROJECT
BID ITEM QUANTITIES
BASE BID
Broadway 1 Broadway 2 College View Way El Verano Way Fernwood Way Korbel Way Paloma Avenue 1 Paloma Avenue 2 Phyllis Court Sixth Avenue to
Sunnyslope Avenue
Sunnyslope Avenue to
Paloma Avenue
South Road to Turn-ARoundChula Vista Drive to
Maywood Drive
Chula Vista Drive to El
Verano Way South Road to South End West End to Broadway Broadway to Vine Street College View Way to West End 6,758 6,263 27,357 42,159 19,225 7,706 10,365 10,918 7,045 1 Mobilization TS 2-3 LS 1
2 Traffic Control TS 3-2 LS 1
3 Storm Water Pollution Control Program TS 4-3 LS 1
4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
5 3/8" HMA (Type A) PG 64-10 TS 10-4 TN 29 118 181 83 33 30 474 6 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 81 172 329 507 231 93 285 375 85 2,159 7 Cold Plane 4" TS 11-3 SF 6,263 6,263
8 Cold Plane 5" TS 11-3 SF 10,918 10,918
9 Keycut A1 (6', 1-3/4") TS 11-3 LF 453 2,155 1,687 1,523 486 446 6,750 10 Keycut A2 (8', 1-3/4") TS 11-3 LF 1,640 1,640
11 Keycut B1 (20', 2-1/4") TS 11-3 LF 99 22 51 50 28 34 284 12 Remove & Replace 4" HMA TS 12-4 SF 7,509 725 3,206 4,090 2,020 17,550 13 Remove & Replace 8" HMA Over Shalllow Utilities TS 12-4 SF 378 378 14 HMA Conform TS 12-4 SF 911 1,817 658 640 996 74 1,431 625 7,152 15 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 46 279 408 68 210 208 330 399 132 2,080 16 Pulverize 12", Remove & Dipose of 4" Pulverized Material TS 14-4 SF 10,365 10,365 17 Cement Treat 8" Subgrade, Tim to Top of Subgrade TS 14-4 SF 10,365 10,365 18 Cement TS 14-4 TN 8 18 26
19 Place & Compact 3" Decomposed Granite TS 15-4 SF 30 30 20 Install Detectable Warning Surface TS 17-4 SF 59 59 30 62 90 30 329 21 Remove & Replace PCC Sidewalk/Ramping Surface TS 17-4 SF 421 421 627 813 1,216 563 352 4,413 22 Remove & Replace PCC Driveway TS 17-4 SF 80 284 364
23 Remove & Replace PCC Valley Gutter & Apron TS 17-4 SF 424 606 661 506 2,197 24 Remove & Replace/Construct PCC Rolled Curb & Gutter TS 17-4 LF 0 37 66 131 234 25 Remove & Replace/Construct PCC Standard Curb & Gutter TS 17-4 LF 98 98 58 83 151 125 18 630 26 Remove & Replace/Construct PCC Driveway Curb & Gutter TS 17-4 LF 21 85 77 183 27 Construct PCC Valley Curb & Gutter TS 17-4 LF 529 140 669 28 Remove & Replace/Construct PCC Retaining Curb @ Back of Curb Ramp TS 17-4 LF 67 67 67 131 168 55 556 29 Remove & Replace/Construct Type GO Inlet Apron TS 17-4 EA 2 1 3 30 Reconstruct Top of Curb Inlet/Catch Basin TS 17-4 EA 2 1 3 31 Relocate Utility Box Behind Back of Sidewalk TS 17-4 EA 1 1 32 Replace Drain Pipes Under Sidewalk/Curb Ramp TS 17-4 EA 2 2 33 Remove & Replace Wooden Fence (Allowance) TS 17-4 LS 1 1 34 Prune & Remove Tree Roots (Under PCC/HMA Repairs) TS 18-3 EA 2 2 1 5 35 Tree Removal Less than 24" Diameter (Allowance) TS 18-3 EA 2 2 1 5 36 Install Root Barrier TS 18-3 LF 36 23 37 96
37 Survey Monument Preservation TS 19-2 EA 2 2
38 Replace Non-Standard Survey Monumentation w/ Street Monument TS 19-2 EA 2 2 39 Reset Non-Standard Survey Monumentation (Allowance) TS 19-2 EA 2 40 Locate Buried Monument (Allowance) TS 19-2 EA 2
41 Lower Gas Valve Cover TS 20-4 EA 1 1
42 Lower Sanitary Sewer Manhole Cover TS 20-4 EA 1 3 8 1 5 1 19 43 Lower Storm Drain Manhole Cover TS 20-4 EA 2 2
44 Lower Sewer Cleanout Cover TS 20-4 EA 1 1 2
45 Lower Survey Monument Cover TS 20-4 EA 7 1 2 1 11
46 Lower Water Meter Cover TS 20-4 EA 1 1
47 Lower Water Valve Cover TS 20-4 EA 1 2 14 17
48 Adjust Catch Basin Frame & Grate to Finish Grade TS 20-4 EA 2 1 3 49 Adjust Electrical Box to Finish Grade TS 20-4 EA 1 1 50 Adjust Gas Valve Cover to Finish Grade TS 20-4 EA 1 1 51 Adjust Sanitary Sewer Manhole Cover to Finish Grade TS 20-4 EA 1 1 5 8 2 1 5 2 25 52 Adjust Storm Drain Manhole Cover to Finish Grade TS 20-4 EA 2 2 53 Adjust Sewer Cleanout Cover to Finish Grade TS 20-4 EA 1 2 3 54 Adjust Survey Monument Cover to Finish Grade TS 20-4 EA 13 6 1 3 1 24 55 Adjust Water Meter Cover to Finish Grade TS 20-4 EA 1 1 56 Adjust Water Valve Cover to Finish Grade TS 20-4 EA 1 2 14 17 57 Install Blue RPM at Fire Hydrant TS 21-4 EA 1 2 3 1 3 1 11 BID
ITEM
NO.
BID ITEM PAYMENT
REFERENCE UNIT TOTAL ESTIMATED QUANTITY
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CITY OF BELMONT
2026 PAVING PROJECT
BID ITEM QUANTITIES
BASE BID
Broadway 1 Broadway 2 College View Way El Verano Way Fernwood Way Korbel Way Paloma Avenue 1 Paloma Avenue 2 Phyllis Court Sixth Avenue to
Sunnyslope Avenue
Sunnyslope Avenue to
Paloma Avenue
South Road to Turn-ARoundChula Vista Drive to
Maywood Drive
Chula Vista Drive to El
Verano Way South Road to South End West End to Broadway Broadway to Vine Street College View Way to West End 6,758 6,263 27,357 42,159 19,225 7,706 10,365 10,918 7,045 BID
ITEM
NO.
BID ITEM PAYMENT
REFERENCE UNIT TOTAL ESTIMATED QUANTITY
58 12" White Crosswalk/Limit Line (Thermo) TS 21-4 LF 30 23 11 23 103 39 229 59 24" White Crosswalk Line (Thermo) TS 21-4 LF 56 56
60 Striping Detail #2 (Thermo & Markers) TS 21-4 LF 30 30 61 Striping Detail #22 (Thermo & Markers) TS 21-4 LF 60 60 62 Pavement Marking "STOP" Legend (Thermo) TS 21-4 EA 2 2 1 2 2 4 13 63 Red Curb Paint TS 21-4 LF 137 52 189
64 Replace BPW Stencil on Red Curb Paint TS 21-4 EA 6 4 10 65 =IF('Worksheet'!B74="","",'Worksheet'!B74) TS 22-4 EA 1 3 1 5 66 Remove & Replace 2'x10' Header Board TS 23-4 LF 20 20 Z:\Shared\R Drive\Active Projects\Belmont, City of\250432 - 2026 Paving Project\Task 01\Submittal 100%\250432-01_EE_BaseBid - For City.xlsm 2 OF 2 5/29/2026 545
CITY OF BELMONT
2026 PAVING PROJECT
BID ITEM QUANTITIES
ALTERNATE 1
Sunnyslope Avenue
1 Sunnyslope Avenue
2 Sunnyslope Avenue
3 Oneil Avenue to Harbor
Boulevard
Harbor Boulevard to COP
NO Lane St.
Lane Street to 820' SO
Lane Street
22,954 11,034 16,133
1-1 Mobilization TS 2-3 LS 1
1-2 Traffic Control TS 3-2 LS 1
1-3 Storm Water Pollution Control Program TS 4-3 LS 1
1-4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
1-5 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 631 228 333 1,192 1-6 Remove & Replace 4" HMA Over Shallow Utilities TS 12-4 SF 240 240 1-7 Remove & Replace 6" HMA Over Shallow Utilities TS 12-4 SF 320 320 1-8 Remove & Replace 8" HMA Over Shalllow Utilities TS 12-4 SF 564 564 1-9 HMA Conform TS 12-4 SF 568 1,379 548 2,495
1-10 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 745 400 539 1,685 1-11 Pulverize 9", Remove & Dipose of 3" Pulverized Material TS 14-4 SF 11,034 16,133 27,167 1-12 Cement Treat 6" Subgrade, Tim to Top of Subgrade TS 14-4 SF 11,034 16,133 27,167 1-13 Pulverize 12", Remove & Dipose of 4" Pulverized Material TS 14-4 SF 22,954 22,954 1-14 Cement Treat 8" Subgrade, Tim to Top of Subgrade TS 14-4 SF 22,954 22,954 1-15 Cement TS 14-4 TN 40 14 21 75
1-16 Install Detectable Warning Surface TS 17-4 SF 78 78 1-17 Remove & Replace PCC Sidewalk/Ramping Surface TS 17-4 SF 320 710 1,030 1-18 Remove & Replace PCC Driveway TS 17-4 SF 140 50 190 1-19 Remove & Replace/Construct PCC Rolled Curb & Gutter TS 17-4 LF 78 156 234 1-20 Remove & Replace/Construct PCC Standard Curb & Gutter TS 17-4 LF 217 169 386 1-21 Remove & Replace/Construct PCC Driveway Curb & Gutter TS 17-4 LF 67 67 1-22 Construct PCC Valley Curb & Gutter TS 17-4 LF 26 26 1-23 Remove & Replace/Construct PCC Retaining Curb @ Back of Curb Ramp TS 17-4 LF 99 99 1-25 Lower Sanitary Sewer Manhole Cover TS 20-4 EA 3 2 5 10 1-26 Lower Survey Monument Cover TS 20-4 EA 1 1
1-27 Lower Water Valve Cover TS 20-4 EA 4 1 4 9
1-28 Adjust Sanitary Sewer Manhole Cover to Finish Grade TS 20-4 EA 3 2 5 10 1-29 Adjust Survey Monument Cover to Finish Grade TS 20-4 EA 1 1 1-30 Adjust Water Valve Cover to Finish Grade TS 20-4 EA 4 1 4 9 1-31 Install Blue RPM at Fire Hydrant TS 21-4 EA 1 1 3 5 1-32 12" White Crosswalk/Limit Line (Thermo) TS 21-4 LF 93 121 214 1-33 24" White Crosswalk Line (Thermo) TS 21-4 LF 56 72 128 1-34 Pavement Marking "STOP" Legend (Thermo) TS 21-4 EA 3 1 4 1-35 Red Curb Paint TS 21-4 LF 23 22 45
1-36 Replace BPW Stencil on Red Curb Paint TS 21-4 EA 2 2 4 1-37 Install/Relocate Road Sign and Post TS 22-4 EA 1 1 BID
ITEM
NO.
BID ITEM PAYMENT
REFERENCE UNIT TOTAL ESTIMATED QUANTITY
Z:\Shared\R Drive\Active Projects\Belmont, City of\250432 - 2026 Paving Project\Task 01\Submittal 100%\250432-01_EE_Alt1 - For City.xlsm 1 OF 1 5/29/2026 546
CITY OF BELMONT
2026 PAVING PROJECT
BID ITEM QUANTITIES
ALTERNATE 2
Prospect Street
Lane Street to 500' SO
Lane Street
9,852
2-1 Mobilization TS 2-3 LS 1
2-2 Traffic Control TS 3-2 LS 1
2-3 Storm Water Pollution Control Program TS 4-3 LS 1
2-4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
2-5 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 135 136
2-6 Cold Plane 2" TS 11-3 SF 9,852 9,852
2-7 HMA Conform TS 12-4 SF 102 102
2-8 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 301 301 2-9 Remove & Replace/Construct PCC Rolled Curb & Gutter TS 17-4 LF 50 50 2-10 Survey Monument Preservation TS 19-2 EA 1 1
2-11 Replace Non-Standard Survey Monumentation w/ Street Monument TS 19-2 EA 1 1 2-12 Reset Non-Standard Survey Monumentation TS 19-2 EA 0 2-13 Locate Buried Monument (Allowance) TS 19-2 EA 0
2-14 Lower Water Valve Cover TS 20-4 EA 2 2
2-15 Adjust Water Valve Cover to Finish Grade TS 20-4 EA 2 2 2-16 Install Blue RPM at Fire Hydrant TS 21-4 EA 2 2
2-17 12" White Crosswalk/Limit Line (Thermo) TS 21-4 LF 10 10 2-18 Pavement Marking "STOP" Legend (Thermo) TS 21-4 EA 1 1 2-19 Red Curb Paint TS 21-4 LF 18 18
BID
ITEM
NO.
BID ITEM PAYMENT
REFERENCE UNIT TOTAL ESTIMATED QUANTITY
Z:\Shared\R Drive\Active Projects\Belmont, City of\250432 - 2026 Paving Project\Task 01\Submittal 100%\250432-01_EE_Alt2 - For City.xlsm 1 OF 1 5/29/2026 547
CITY OF BELMONT
2026 PAVING PROJECT
BID ITEM QUANTITIES
ALTERNATE 3
Hallmark Park Tennis
Border
Hallmark Park Tennis
Trails
Tennis Court Hallmark Drive to Access
Road
930 6,657
3-1 Mobilization TS 2-3 LS 1
3-2 Traffic Control TS 3-2 LS 1
3-3 Storm Water Pollution Control Program TS 4-3 LS 1
3-4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
3-5 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 92 92
3-6 Cold Plane 2" TS 11-3 SF 0
3-7 Remove & Replace 2" HMA TS 12-4 SF 930 6,657 7,587
3-8 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 47 200 246 3-9 Prune & Remove Tree Roots (Under PCC/HMA Repairs) TS 18-3 EA 9 9 3-10 Install 2"x4" Redwood Header Board TS 23-4 LF 339 1,557 1,896 3-11 Salvage & Replace Fence, Protect Post During Construction TS 24-4 LF 329 117 446 BID
ITEM
NO.
BID ITEM PAYMENT
REFERENCE UNIT TOTAL ESTIMATED QUANTITY
Z:\Shared\R Drive\Active Projects\Belmont, City of\250432 - 2026 Paving Project\Task 01\Submittal 100%\250432-01_EE_Alt3 - For City.xlsm 1 OF 1 5/29/2026 548 EL CAMINO REAL 101 ALAMEDA DE LAS PULGAS
RALSTON AVE
DE ANZA BLVD
ALAMEDA DE LAS PULGAS
W. HILLDALE BLVD
E. HILLDALE BLVD BROADWAY PALOMA AVENUE COLLEGE VIEW WAY PHYLLIS COURT KORBEL WAY FERNWOOD WAY EL VERANO WAY PROSPECT STREET HALLMARK PARK SUNNYSLOPE AVENUE NTS LOCATION MAPHOT MIX ASPHALT PORTLAND CEMENT CONCRETE 12" WHITE LIMIT LINE (THERMO) REMOVE & REPLACE SIDEWALK CURB & GUTTER DRIVEWAY (UNDER PCC/HMA REPAIRS) NOT TO SCALE PCC HMA R&R SWWLL C&G DWNTS REMOVE & REPLACE/CONSTRUCT PCC ROLLED CURB & GUTTER KEYCUT A1 LEGEND REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH) REMOVE & REPLACE PCC SIDEWALK KEYCUT B1 X X X X (SEE BORING LOG ON EACH SHEET) WATER VALVE COVER SURVEY MONUMENT COVER FIRE HYDRANT SEWER CLEANOUT COVER XX X X X X FENCE & GATE SCO BLUE RETROREFLECTIVE PAVEMENT MARKER ELECTRICAL VAULT COVER 12" WHITE CROSSWALK LINE (THERMO) BRPM W BORING LOCATION PRUNE & REMOVE TREE ROOTS PROJECT LOCATION VICINITY MAPNTS T WWW.USANORTH811.ORG RELA CE VI SER UNDERGROUND CALL 811 LL AC IG D U E YO BEFOR CITY OF BELMONT SAN MATEO COUNTY, CALIFORNIA PROJECT PLANS FOR CONSTRUCTION 2026 PAVEMENT PROJECT CITY CONTRACT NUMBER CCN 2026-647 GENERAL NOTES 1. MAINTAIN A COPY OF THE PROJECT PLANS ON THE JOBSITE AT ALL TIMES. 2. ALL WORK SHALL CONFORM TO THE PROJECT PLANS & THE CURRENT CITY OF BELMONT STANDARD DETAIL DRAWINGS FOR CONSTRUCTION, & OTHER SPECIFICATIONS REFERENCED THEREIN. 3. STATE LAW REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 (USANORTH811.ORG) AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCING EXCAVATIONS. 4. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ALL UTILITY LOCATIONS ARE APPROXIMATE ONLY & IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN THEIR EXACT LOCATIONS & PROTECT THEM FROM DAMAGE. 5. THE CONTRACTOR SHALL PROVIDE A FINAL TRAFFIC CONTROL & DETOUR PLAN FIVE (5) CALENDAR DAYS PRIOR TO PRE-CONSTRUCTION CONFERENCE & RECEIVE APPROVAL FROM THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN A CLEAN & DUST-FREE STATE THROUGHOUT CONSTRUCTION. 7. CONTRACTOR SHALL COMPLY WITH BEST MANAGEMENT PRACTICES OF CITY'S NPDES PERMIT FOR PROTECTION OF STORM WATER QUALITY. 8. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. ALL EXCAVATIONS SHALL BE PLATED WHEN INACTIVE. BARRICADES WITH LIGHTS SHALL DELINEATE CONSTRUCTION ZONE. 9. CONTRACTOR SHALL NOTIFY PUBLIC WORKS ((650) 595-7425) AT THE BEGINNING OF ANY LANE CLOSURE. CONTRACTOR SHALL PROVIDE ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES. 10. CONTRACTOR SHALL CONDUCT WORK IN ACCORDANCE WITH CALTRANS 2022 STANDARD SPECIFICATIONS & CITY'S SPECIAL PROVISIONS. 11. THE CONTRACTOR SHALL OBTAIN A PERMIT/WATER METER, UNLESS OTHERWISE NOTED FROM MID-PENINSULA WATER DISTRICT (MPWD) FOR CONSTRUCTION WATER OBTAINED FROM THE CITY HYDRANT. 12. ALL STRIPING SHALL BE REPLACED PER CALTRANS 2022 STRIPING DETAILS. 13. CONTRACT SHALL COORDINATE WITH CALTRANS FOR PERMITS & INSPECTION FOR ANY/ALL WORK WITHIN CALTRANS RIGHT OF WAY. CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL RELATED ITEMS WITHIN CALTRANS RIGHT OF WAY. 14. ALL RIGHT OF WAY LINES & PROPERTY BOUNDARIES SHOWN ON PLANS ARE APPROXIMATE ONLY. CONTRACTOR TO VERIFY ALL LIMITS PRIOR TO CONSTRUCTION. 15. WORK SHALL NOT COMMENCE ON THE FOLLOWING ROADWAY SEGMENTS UNTIL COORDINATED IN ADVANCE W/ SEWER PROJECT: COLLEGE VIEW WAY (SOUTH ROAD TO TURN-A-ROUND). KEYCUT A2 CATCH BASIN (EX.) (THERMO &/OR MARKERS) CALTRANS STRIPING DETAIL "XX" APPROXIMATE RIGHT-OF-WAY LINE WATER METER COVER APPROVED BY CITY COUNCIL ON EDRIC KWAN - PUBLIC WORKS DIRECTOR CITY COUNCIL STAFF MAYOR JULIA MATES CITY MANAGER AFSHIN OSKOUI VICE MAYOR ROBIN PANG-MAGANARIS PUBLIC WORKS DIRECTOR EDRIC KWAN COUNCIL MEMBER TOM MCCUNE CITY ATTORNEY SCOTT RENNIE COUNCIL MEMBER GINA LATIMERIO CITY CLERK JOZI PLUT COUNCIL MEMBER CATHY JORDAN SURVEY NAIL
TITLE SHEET
--- (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER REMOVE & REPLACE PCC DRIVEWAY R SHEET INDEX SHEET NO. SHEET TITLE SHEET DESCRIPTION BASE BID / ALTERNATE 1 TITLE SHEET LOCATION MAP, SHEET INDEX, NOTES, & LEGEND - 2 BROADWAY PALOMA AVENUE TO 6TH AVENUE BASE BID 3 COLLEGE VIEW WAY & PHYLLIS COURT - BASE BID 4 COLLEGE VIEW WAY & KORBEL WAY - BASE BID 5 - 6 EL VERANO WAY MAYWOOD DRIVE TO CHULA VISTA DRIVE BASE BID 7 FERNWOOD WAY EL VERANO WAY TO CHULA VISTA DRIVE BASE BID 8 PALOMA AVENUE END TO VINE STREET BASE BID 9 PROSPECT STREET LANE STREET TO CITY LIMIT BID ALTERNATE 2 10 - 12 SUNNYSLOPE AVENUE ONEIL AVENUE TO GATE BID ALTERNATE 1 13 HALLMARK PARK NORTH TRAIL, PLAYGROUND TRAIL, TENNIS TRAIL BID ALTERNATE 3 14 - 15 CONTROL POINT DATA SUMMARY LOCATION MAP, CONTROL POINT TABLES, & NOTES - 16 - 29 ENLARGEMENTS SEE ENLARGEMENT SHEET INDEX ON SHEET BASE BID 30 - 31 PALOMA AVENUE PLAN & PROFILE: STA 10+00 TO STA 15+33 BASE BID 32 - 33 PALOMA AVENUE CROSS SECTIONS: STA 10+00 TO STA 15+25 BASE BID 34 - 35 DETAILS - - FULL DEPTH RECLAMATION (SEE PLAN FOR DEPTH) COLD PLANE & REPLACE (SEE PLAN FOR DEPTH) X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) CURB PAINT (SEE PLANS FOR COLOR) GV GAS VALVE REMOVE & REPLACE/CONSTRUCT PCC VALLEY CURB & GUTTER Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_TITLESHEET.DWG Plot Date: 5/29/2026 1:52 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 1 PROPERTY ADDRESS XX NTS MAY 2026 AH APPROXIMATE PROPERTY BOUNDARY REMOVE & REPLACE/CONSTRUCT PCC CURB & GUTTER REMOVE & REPLACE/CONSTRUCT PCC DRIVEWAY CURB & GUTTER REDWOOD HEADER BOARD UTILITIES (SEE PLAN FOR DEPTH & LOCATION) REMOVE & REPLACE HMA OVER SHALLOW 549
6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE OF THE KEYCUT & NOT THE EXISTING PAVEMENT SURFACE. NTS TYPICAL SECTION NO. 1 EX. PAVEMENT SURFACE REMOVE & REPLACE 4" HMA; SEE PLAN FOR LOCATIONS NTS TYPICAL SECTION NO. 2 2" HMA SURFACE COURSE COLD PLANE 4" 4" BELOW GUTTER LIP OR FLOW LINE EX./NEW PAVEMENT SURFACE 2" HMA BASE COURSE KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT
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WLL WLL BRPM C1 C2 C4 C3 R/25 R/52 R/60 1181 1161 1141 1121 1101 1075 1180 1160 1140 1120 1374 1373 1050 1000 1400 SEE SHEET 10 FOR WORK ON SUNNYSLOPE AVENUE SEE SHEET 8 FOR WORK ON PALOMA AVENUE TYPICAL SECTION NO. 1 KEYCUT A1 (TYP.) KEYCUT B1 SEE SHEET 10 FOR WORK ON SUNNYSLOPE AVENUE R&R PCC DW C&G (~20') R&R PCC DW (~4'x20') TYPICAL SECTION NO. 2 1 1 1 1 A1 A2 A3 KEYCUT B1
G(E) G(E) G(E)
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:52 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
BROADWAY - BASE BID
PALOMA AVENUE TO 6TH AVENUE 2 1CONSTRUCTION NOTES (THIS SHEET ONLY): LOWER UTILITY COVER PRIOR TO COLD PLANE. BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 6" - 16 N C2 7" - - N C3 2" 4.5" 16 N C4 4" - - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). BROADWAY SUNNYSLOPE AVENUE
PALOMA AVENUE
6TH AVENUE 1" = 20' MAY 2026 AH GENERAL NOTES (THIS SHEET ONLY): 1. SEE ENLARGEMENT M ON SHEET 28 FOR DETAILED CONCRETE IMPROVEMENTS A1 & A2. Concrete Repair Summary (Sheet 2) Concrete Repair No. Address Remove PCC Rolled C&G Construct PCC Valley C&G R&R PCC DW C&G R&R PCC DW LF LF LF SF A1 1160 Broadway to 1374 Sunnyslope Ave. 200 200 A2 1181 to 1101 Broadway 329 329 A3 1400 6th Ave. 21 80 SEE ENLARGEMENT A & ENLARGEMENT B ON SHEETS 16 & 17 FOR WORK ON CURB RAMPS 550
S S BRPM BRPM C1 C2 C3 S 5 9 18 15 14 1062 11 TYPICAL SECTION NO. 1 R&R 4" HMA (~22'x48') R&R 4" HMA (~12'x18') R&R 4" HMA (~50'x28') KEYCUT B1 11 NTS W (PAVEMENT REMOVAL; SEE NOTE 2) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. IF CONCRETE IS ENCOUNTERED BENEATH PAVEMENT, MILL TO TOP OF CONCRETE ONLY. --2" 2" 2" 2" 2" 2" WDEPTH MEASUREMENTS EX. PAVEMENT, MILLED SURFACE OR CONCRETE FACILITY TACK COAT ALL VERTICAL EDGES PRIOR TO PAVINGSEE NOTE 1 Y (INTERMEDIATE COURSE) Z (SURFACE COURSE) -2" 2" 4" 2" 4" 6" 8" X Y Z REMOVE & REPLACE HMA (VARIOUS DEPTHS) X (BASE COURSE) R 18 1 19 15 R&R PCC C&G (~36') R&R PCC C&G (~4'x36') PG&E, TV/CA, BELL UTILITIES & 6" DRAIN PIPE IN SW R&R 4" HMA (~10'x36') B1 TYPICAL SECTION NO. 1 S S S S BRPM C4 31 35 39 43 42 38 34 26 22 27 23 30 47 KEYCUT A1 (TYP.) R&R 4" HMA (~14'x77') R&R 4" HMA (~9'x55') 1 1 R&R 4" HMA (~24'x56') R&R 4" HMA (~18'x16') R&R 4" HMA (~6'x6') R&R 4" HMA (~21'x12')R&R 4" HMA (~8'x72') 1 1 1 1 1 6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE OF THE KEYCUT & NOT THE EXISTING PAVEMENT SURFACE. NTS TYPICAL SECTION NO. 1 EX. PAVEMENT SURFACE REMOVE & REPLACE 4" HMA; SEE PLAN FOR LOCATIONS KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:52 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
COLLEGE VIEW WAY & PHYLLIS COURT - BASE BID - 3 COLLEGE VIEW WAY BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 2" 6.5" 12 N C2 2.5" 9" - N C3 2" 10" 12 N C4 2.25" 9" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). MATCHLINE - SEE SHEET 3 PHYLLIS COURT 1CONSTRUCTION NOTES (THIS SHEET ONLY): LOWER UTILITY COVER PRIOR TO COLD PLANE. 1" = 20' MAY 2026 AH Concrete Repair Summary (Sheet 3) Concrete Repair No. Address R&R PCC C&G R&R PCC SW Trim Tree Roots Comments LF SF B1 15 to 19 College View Way 36 144 1 Protect in Place utilities. Remove & Replace curb drain. 35 SEE ENLARGEMENT C ON SHEET 18 FOR WORK ON CURB RAMPS 551
WLL R 7 510 2 5 530 R&R 4" HMA (~17'x6') R&R 4" HMA (~7'x60') KEYCUT B1 TYPICAL SECTION NO. 1 KEYCUT A1 (TYP.) NTS W (PAVEMENT REMOVAL; SEE NOTE 2) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. IF CONCRETE IS ENCOUNTERED BENEATH PAVEMENT, MILL TO TOP OF CONCRETE ONLY. --2" 2" 2" 2" 2" 2" WDEPTH MEASUREMENTS EX. PAVEMENT, MILLED SURFACE OR CONCRETE FACILITY TACK COAT ALL VERTICAL EDGES PRIOR TO PAVINGSEE NOTE 1 Y (INTERMEDIATE COURSE) Z (SURFACE COURSE) -2" 2" 4" 2" 4" 6" 8" X Y Z REMOVE & REPLACE HMA (VARIOUS DEPTHS) X (BASE COURSE) S WM S C1 C2 R R R 500 9 15 22 18 10 6 450 14 TYPICAL SECTION NO. 1 R&R 4" HMA (~27'x30') R&R PCC ROLLED CURB (~37') KEYCUT A1 (TYP.) KEYCUT B1 R&R 4" HMA (~19'x52') R&R 4" HMA (~10'x33') R&R 4" HMA ~(15'x20') R&R 4" HMA (~44'x17') R&R 4" HMA (~6'x8') R&R 4" HMA ~(6'x8') 1 1 C1 1 6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE OF THE KEYCUT & NOT THE EXISTING PAVEMENT SURFACE. NTS TYPICAL SECTION NO. 1 EX. PAVEMENT SURFACE REMOVE & REPLACE 4" HMA; SEE PLAN FOR LOCATIONS KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
COLLEGE VIEW WAY & KORBEL WAY - BASE BID - 4 COLLEGE VIEW WAY SOUTH ROAD BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 2.5" 6" 14 N C2 2" 5.5" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). MATCHLINE - SEE SHEET 4 KORBEL WAY 1CONSTRUCTION NOTES (THIS SHEET ONLY): LOWER UTILITY COVER PRIOR TO COLD PLANE. 1" = 20' MAY 2026 AH SOUTH ROAD Concrete Repair Summary (Sheet 4) Concrete Repair No. Address R&R PCC Rolled C&G Trim Tree Roots LF C1 500 South Road 37 1 SEE ENLARGEMENT D ON SHEET 19 FOR WORK ON CURB RAMPS 552
S S S S BRPM WLL C1 1720 1716 1712 1723 1719 1631 1627 1715 1709 1705 1701 1708 1704 1700 TYPICAL SECTION NO. 3 KEYCUT B1 KEYCUT A1 KEYCUT A2 R&R 4' HMA (~10'x10') R&R 4' HMA (~15'x18') 1 1 1 1 S S S C2 1627 1628 1624 1620 1612 1608 1604 1600 1623 1619 1615 1609 1605 1601 1627 TYPICAL SECTION NO. 3 KEYCUT A1 KEYCUT A2 R&R 4' HMA (~23'x6') R&R 4' HMA (~12'x6') 1 1 1 NTS W (PAVEMENT REMOVAL; SEE NOTE 2) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. IF CONCRETE IS ENCOUNTERED BENEATH PAVEMENT, MILL TO TOP OF CONCRETE ONLY. --2" 2" 2" 2" 2" 2" WDEPTH MEASUREMENTS EX. PAVEMENT, MILLED SURFACE OR CONCRETE FACILITY TACK COAT ALL VERTICAL EDGES PRIOR TO PAVINGSEE NOTE 1 Y (INTERMEDIATE COURSE) Z (SURFACE COURSE) -2" 2" 4" 2" 4" 6" 8" X Y Z REMOVE & REPLACE HMA (VARIOUS DEPTHS) X (BASE COURSE) 8' KEYCUT A2 6' KEYCUT A1 1-3/4" 1-3/4" 1-3/4" HMA SURFACE COURSE EX. PAVEMENT SURFACENTS TYPICAL SECTION NO. 3 WESTBOUND LANE EASTBOUND LANE NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE OF THE KEYCUT & NOT THE EXISTING PAVEMENT SURFACE. 1/2" LEVELING COURSE REMOVE & REPLACE 4" HMA; SEE PLAN FOR LOCATIONS 3" 3" CL KEYCUT A1 LONGITUDINAL KEYCUTNTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR VALLEY GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT KEYCUT A2 LONGITUDINAL KEYCUTNTS 8' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
EL VERANO WAY - BASE BID
MAYWOOD DRIVE TO CHULA VISTA DRIVE 5 EL VERANO WAY EL VERANO WAY EL VERANO WAY MAYWOOD DRIVE BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 2.25" 4" 19 N C2 3.25" 7" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). MATCHLINE - SEE BELOW LEFT MATCHLINE - SEE ABOVE RIGHT MATCHLINE - SEE SHEET 4 1CONSTRUCTION NOTES (THIS SHEET ONLY): LOWER UTILITY COVER PRIOR TO COLD PLANE. 1" = 20' MAY 2026 AH SEE ENLARGEMENT E ON SHEET 20 FOR WORK ON CURB RAMPS 553
SCO BRPM S S C3 R/11 1528 1531 1527 1524 1520 1516 1523 1519 1515 TYPICAL SECTION NO. 3 KEYCUT A1 KEYCUT A2 1 1 1 BRPM S WLL C4 1508 1504 1500 1508 1507 1512 KEYCUT B1 1 8' KEYCUT A2 6' KEYCUT A1 1-3/4" 1-3/4" 1-3/4" HMA SURFACE COURSE EX. PAVEMENT SURFACENTS TYPICAL SECTION NO. 3 WESTBOUND LANE EASTBOUND LANE NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE OF THE KEYCUT & NOT THE EXISTING PAVEMENT SURFACE. 1/2" LEVELING COURSE REMOVE & REPLACE 4" HMA; SEE PLAN FOR LOCATIONS 3" 3" CL KEYCUT A1 LONGITUDINAL KEYCUTNTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR VALLEY GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT KEYCUT A2 LONGITUDINAL KEYCUTNTS 8' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
EL VERANO WAY - BASE BID
MAYWOOD DRIVE TO CHULA VISTA DRIVE 6 EL VERANO WAY BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C3 2.25" 6" 13 N C4 2.25" 5.5" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). MATCHLINE - SEE SHEET 7 1CONSTRUCTION NOTES (THIS SHEET ONLY): LOWER UTILITY COVER PRIOR TO COLD PLANE. 1" = 20' MAY 2026 AH CHULA VISTA DRIVE SEE ENLARGEMENT F ON SHEET 21 FOR WORK ON CURB RAMPS 554
S S S BRPM R R
WLL C1 R 1816 1812 1808 1804 1800 1724 1815 1809 1805 1808 1723 TYPICAL SECTION NO. 1 KEYCUT B1 KEYCUT A1 (TYP.) R&R 4' HMA (~14'x14') R&R PCC SW (~4.5'x23') R&R PCC C&G (~23') R&R 4' HMA (~14'x23') R&R 4' HMA (~6'x14') R&R 4' HMA (~25'x25') R&R 4' HMA (~12'x40') R&R 4' HMA ~(12'x53') D1 S SCO SCO C2 1720 1716 1712 1708 1704 1616 1717 1707 1708 TYPICAL SECTION NO. 1 KEYCUT A1 (TYP). R&R 4' HMA (~12'x6') R&R 4' HMA (~6'x14') 1 KEYCUT B1 R&R 4' HMA (~25'x6') 2 NTS W (PAVEMENT REMOVAL; SEE NOTE 2) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. IF CONCRETE IS ENCOUNTERED BENEATH PAVEMENT, MILL TO TOP OF CONCRETE ONLY. --2" 2" 2" 2" 2" 2" WDEPTH MEASUREMENTS EX. PAVEMENT, MILLED SURFACE OR CONCRETE FACILITY TACK COAT ALL VERTICAL EDGES PRIOR TO PAVINGSEE NOTE 1 Y (INTERMEDIATE COURSE) Z (SURFACE COURSE) -2" 2" 4" 2" 4" 6" 8" X Y Z REMOVE & REPLACE HMA (VARIOUS DEPTHS) X (BASE COURSE) 6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE OF THE KEYCUT & NOT THE EXISTING PAVEMENT SURFACE. NTS TYPICAL SECTION NO. 1 EX. PAVEMENT SURFACE REMOVE & REPLACE 4" HMA; SEE PLAN FOR LOCATIONS KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
FERNWOOD WAY - BASE BID
EL VERANO WAY TO CHULA VISTA DRIVE 7 FERNWOOD WAY FERNWOOD WAY VALDEZ AVENUE CHULA VISTA DRIVE EL VERANO WAY BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 1.75" 7" 12 N C2 1.5" 7.5" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). MATCHLINE - SEE BELOW LEFT MATCHLINE - SEE ABOVE RIGHT 1CONSTRUCTION NOTES (THIS SHEET ONLY): LOWER UTILITY COVER PRIOR TO COLD PLANE. REMOVE EXISTING WHITE LIMIT LINE BEFORE PLACING WHITE LADDER CROSSWALK PER CITY OF BELMONT STANDARD DETAIL PM-100. 1" = 20' MAY 2026 AH Concrete Repair Summary (Sheet 7) Concrete Repair No. Address R&R PCC C&G R&R PCC SW Trim Tree Roots LF SF D1 1808 Valdez Ave. 23 104 1 SEE ENLARGEMENT I ON SHEET 24 FOR WORK ON CURB RAMPS SEE ENLARGEMENT H ON SHEET 23 FOR WORK ON CURB RAMPS 2 SEE ENLARGEMENT G ON SHEET 22 FOR WORK ON CURB RAMPS 555
W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E)
W(E)
W(E)
G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E)
G(E) G(E) G(E) G(E) G(E) G(E)
G(E)
G(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) E(E) S BRPM S C2 1313 1314 1319 1325 1331 1337 1343 1349 1357 1316 1332 1336 1342 1348 1356 TYPICAL SECTION NO. 4 R&R PCC ROLLED CURB (~193') R&R PCC ROLLED CURB (~34') R&R PCC SW (~6'x34') R&R PCC ROLLED CURB (~64') E1 E2 E3 PG&E 2 E4 R&R 8" HMA OVER SHALLOW UTILITIES (~4'x97') W(E) W(E) G(E) G(E) G(E) G(E)
G(E) G(E) SD(E) SD(E)SS(E)
SS(E) SS(E) SS(E) SS(E) W(E) W(E)
SD(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E)
G(E)
G(E) S S S BRPM BRPM WLL
WLL
WLLC1 1180 1372 1181 1417 1421 1400 1410 1420 SEE SHEET 2 FOR WORK ON BROADWAY TYPICAL SECTION NO. 5 E5 1 R/26 R/26 TYPICAL SECTION NO. 4 R&R 8" HMA OVER SHALLOW UTILITIES (~4'x97')(CONT.) FDR CONSTRUCTION SEQUENCE: 1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 12". 2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 4". 3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 8"; REGRADE CROSS-SLOPE PER PLANS ON SHEETS 30 - 33. 4. REMOVE 8" HMA OVER SHALLOW UTILITIES & REPLACE 4" HMA BASE COURSE WHERE SHOWN ON PLANS AND AS DIRECTED BY THE ENGINEER. 5. PLACE 4" HMA SURFACE COURSE IN TWO 2" LIFTS. 4" NTS TYPICAL SECTION NO. 4 REMOVE & REPLACE 8" HMA OVER SHALLOW UTILITIES; SEE PLAN FOR LOCATIONS 2" HMA SURFACE COURSE 2" HMA INTERMEDIATE COURSE 4" HMA BASE COURSE 8"
12"
8"
W(E)
W(E) W(E) W(E) W(E) W(E)
W(E)
W(E) G(E) G(E) G(E) G(E) G(E) D D S WLL 1433 1430 R&R PCC ROLLED CURB E6 (~44') NTS TYPICAL SECTION NO. 5 2" HMA SURFACE COURSE COLD PLANE 5" 5" BELOW GUTTER LIP OR FLOW LINE EX./NEW PAVEMENT SURFACE 3" HMA BASE COURSE W(E) G(E) WLL BRPM NTS W (PAVEMENT REMOVAL; SEE NOTE 2) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. IF CONCRETE IS ENCOUNTERED BENEATH PAVEMENT, MILL TO TOP OF CONCRETE ONLY. --2" 2" 2" 2" 2" 2" WDEPTH MEASUREMENTS EX. PAVEMENT, MILLED SURFACE OR CONCRETE FACILITY TACK COAT ALL VERTICAL EDGES PRIOR TO PAVINGSEE NOTE 1 Y (INTERMEDIATE COURSE) Z (SURFACE COURSE) -2" 2" 4" 2" 4" 6" 8" X Y Z REMOVE & REPLACE HMA (VARIOUS DEPTHS) X (BASE COURSE) Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
PALOMA AVENUE - BASE BID
END TO VINE STREET 8
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT BROADWAY GENERAL NOTES (THIS SHEET ONLY): 1. LOWER ALL UTILITY COVERS PRIOR TO COLD PLANE OR FDR UNLESS OTHERWISE NOTED. 2. SEE SHEETS 29 - 31 FOR DETAILED CONCRETE IMPROVEMENTS E1 TO E5. 3. SEE SHEETS 30 - 33 FOR CROSS-SECTIONAL DETAILS OF PALOMA AVENUE FROM WEST END THROUGH TALBRYN DRIVE. BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 7" - 12 N C2 8" - - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). PALOMA AVENUE VINE STREET TALBRYN DRIVE PALOMA AVENUE 1CONSTRUCTION NOTES (THIS SHEET ONLY): REMOVE EXISTING BOTTS' DOTS. PROTECT IN PLACE ELECTRICAL VAULT. 1" = 20' MAY 2026 AH HARBOR BOULEVARD 2 Concrete Repair Summary (Sheet 8) Concrete Repair No. Address R&R PCC Rolled C&G Construct PCC Valley C&G Construct PCC Rolled C&G R&R PCC DW Construct PCC DW C&G Construct PCC C&G Commments LF LF LF SF LF LF E1 1331 to 1337 Paloma Ave. 29 E2 1332 Paloma Ave. 213 E3 1332 to 1356 Paloma Ave. 66 111 85 Remove & Replace curb drain @ 1356. E4 1342 to 1348 Paloma Ave. 350 E5 1181 Broadway to 1433 Paloma Ave. 87 284 77 125 E6 1430 Paloma Ave. 44 556
BRPM BRPM C1 R/18 C2
CITY
LIMIT 1605 1609 1617 1625 1633 1641 1649 1659 1606 1612 1618 1624 1630 1636 1642 1600 TYPICAL SECTION NO. 6 R&R PCC ROLLED CURB (~35') R&R PCC ROLLED CURB (~15') F1 F2 NTS TYPICAL SECTION NO. 6 2" HMA SURFACE COURSE COLD PLANE 2" 2" BELOW GUTTER LIP OR FLOW LINE EX./NEW PAVEMENT SURFACE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
PROSPECT STREET - BID ALTERNATE 2
LANE STREET TO 500' S/O LANE STREET/CITY LIMIT PROSPECT STREET LANE STREET HARBOR BOULEVARD 9 BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 5.5" - 13 N C2 5" - - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). GENERAL NOTES (THIS SHEET ONLY): 1. LOWER ALL UTILITY COVERS PRIOR TO COLD PLANE UNLESS OTHERWISE NOTED. Concrete Repair Summary (Sheet 9) Concrete Repair No. Address R&R PCC Rolled C&G LF F1 1624 Prospect St. 35 F2 1636 Prospect St. 15 1" = 20' MAY 2026 AH 557
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G(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) BRPM S S S WLL WLL WLL WLL BRPM C2 R/18 1373 1374 1075 1101 1416 1424 1432 1120 1409 1417 1425 1433 1441 SEE SHEET 2 FOR WORK ON BROADWAY SEE SHEET 2 FOR WORK ON BROADWAY TYPICAL SECTION NO. 7 FDR CONSTRUCTION SEQUENCE: 1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 12". 2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 4". 3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 8"; CROSS-SLOPE TO MATCH EXISTING. 4. REMOVE 8" HMA OVER SHALLOW UTILITIES & REPLACE 4" HMA BASE COURSE WHERE SHOWN ON PLANS AND AS DIRECTED BY THE ENGINEER. 5. PLACE 4" HMA SURFACE COURSE IN TWO 2" LIFTS. 12" 4"
8" NTS TYPICAL SECTION NO. 7 REMOVE & REPLACE 8" HMA OVER SHALLOW UTILITIES; SEE PLAN FOR LOCATIONS4" HMA BASE COURSE 8" 2" HMA SURFACE COURSE 2" HMA INTERMEDIATE COURSE SS(E) SS(E) SS(E) SS(E) SS(E) W(E) W(E) W(E) W(E) G(E) G(E) G(E) WLL R/22 1070 1500 1 1 TYPICAL SECTION NO. 8 NTS W (PAVEMENT REMOVAL; SEE NOTE 2) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. IF CONCRETE IS ENCOUNTERED BENEATH PAVEMENT, MILL TO TOP OF CONCRETE ONLY. --2" 2" 2" 2" 2" 2" WDEPTH MEASUREMENTS EX. PAVEMENT, MILLED SURFACE OR CONCRETE FACILITY TACK COAT ALL VERTICAL EDGES PRIOR TO PAVINGSEE NOTE 1 Y (INTERMEDIATE COURSE) Z (SURFACE COURSE) -2" 2" 4" 2" 4" 6" 8" X Y Z REMOVE & REPLACE HMA (VARIOUS DEPTHS) X (BASE COURSE) FDR CONSTRUCTION SEQUENCE: 1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 9". 2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 3". 3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 6"; CROSS-SLOPE TO MATCH EXISTING. 4. PLACE 3" HMA SURFACE COURSE IN ONE 3" LIFT. 9" 3"
6" NTS TYPICAL SECTION NO. 8
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
SUNNYSLOPE AVENUE - BID ALTERNATE 1
ONEIL AVENUE TO 820' S/O LANE STREET SUNNYSLOPE AVENUE BROADWAY HARBOR BOULEVARD ONEIL AVENUE SUNNYSLOPE AVENUE 10 GENERAL NOTES (THIS SHEET ONLY): 1. LOWER ALL UTILITY COVERS PRIOR TO COLD PLANE OR FDR UNLESS OTHERWISE NOTED.
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE SHEET 9 BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 4" - 17 N C2 7" - - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 1CONSTRUCTION NOTES (THIS SHEET ONLY): REMOVE EXISTING WHITE LIMIT LINE BEFORE PLACING WHITE LADDER CROSSWALK PER CITY OF BELMONT STANDARD DETAIL PM-100. Concrete Repair Summary (Sheet 10) Concrete Repair No. Address R&R PCC C&G R&R PCC DW C&G R&R PCC SW R&R PCC DW LF LF SF SF G1 1325 Sunnyslope Ave. 32 25 G2 1333 Sunnyslope Ave. 15 75 G3 1333 Sunnyslope Ave. 130 G4 1333 to 1341 Sunnyslope Ave. 71 G5 1341 Sunnyslope Ave. 65 G6 1341 Sunnyslope Ave. 13 65 G7 1349 Sunnyslope Ave. 23 25 G8 1316 Sunnyslope Ave. 16 G9 1316 Sunnyslope Ave. 32 G10 1324 Sunnyslope Ave. 23 G11 1324 to 1346 Sunnyslope Ave. 28 G12 1352 to 1356 SunnySlope Ave. 31 75 1" = 20' MAY 2026 AH SEE ENLARGEMENT J & ENLARGEMENT K ON SHEETS 25 & 26 FOR WORK ON CURB RAMPS SEE ENLARGEMENT A & ENLARGEMENT B ON SHEETS 16 & 17 FOR WORK ON CURB RAMPS 558
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G(E) BRPM S S C5 1588 1596 1605 1609 1601 1617 1600 1608 1616 1625 TYPICAL SECTION NO. 8 R&R PCC ROLLED CURB ~(94') H3 R&R 6" HMA OVER SHALLOW UTILITIES; NO FDR THIS SECTION (~20'x16') G(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) S S C4 C3 1517 1516 1525 1533 1541 1549 1557 1561 1565 1518 1540 1548 1556 1560 1564 1572 1573 TYPICAL SECTION NO. 8 CONSTRUCT PCC ROLLED CURB ~(65') R&R PCC ROLLED CURB ~(13') H1 H2 FDR CONSTRUCTION SEQUENCE: 1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 9". 2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 3". 3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 6"; CROSS-SLOPE TO MATCH EXISTING. 4. PLACE 3" HMA SURFACE COURSE IN ONE 3" LIFT. 9" 3"
6" NTS TYPICAL SECTION NO. 8 1572 1580 1577 1573 NTS W (PAVEMENT REMOVAL; SEE NOTE 2) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. IF CONCRETE IS ENCOUNTERED BENEATH PAVEMENT, MILL TO TOP OF CONCRETE ONLY. --2" 2" 2" 2" 2" 2" WDEPTH MEASUREMENTS EX. PAVEMENT, MILLED SURFACE OR CONCRETE FACILITY TACK COAT ALL VERTICAL EDGES PRIOR TO PAVINGSEE NOTE 1 Y (INTERMEDIATE COURSE) Z (SURFACE COURSE) -2" 2" 4" 2" 4" 6" 8" X Y Z REMOVE & REPLACE HMA (VARIOUS DEPTHS) X (BASE COURSE) Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
SUNNYSLOPE AVENUE - BID ALTERNATE 1
ONEIL AVENUE TO 820' S/O LANE STREET SUNNYSLOPE AVENUE LANE STREET SUNNYSLOPE AVENUE 11 GENERAL NOTES (THIS SHEET ONLY): 1. LOWER ALL UTILITIES PRIOR TO COLD PLANE OR FDR UNLESS OTHERWISE NOTED. MATCHLINE - SEE ABOVE RIGHT MATCHLINE - SEE SHEET 12 BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C3 3.5" 4.5" 12 N C4 2.75" 4" - N C5 1.5" 6.5" 15 N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). BRPM Concrete Repair Summary (Sheet 11) Concrete Repair No. Address R&R PCC Rolled C&G Construct PCC Rolled C&G LF LF H1 1516 Sunnyslope Ave. 13 H2 1557 to 1561 Sunnyslope Ave. 65 H3 1616 to 1624 Sunnyslope Ave. 94 MATCHLINE - SEE SHEET 10 MATCHLINE - SEE BELOW LEFT 1" = 20' MAY 2026 AH 559
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CITY
LIMIT
GATE 1672 1680 1688 1689 1681 1673 I4 I5 FDR CONSTRUCTION SEQUENCE: 1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 9". 2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 3". 3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 6"; CROSS-SLOPE TO MATCH EXISTING. 4. PLACE 3" HMA SURFACE COURSE IN ONE 3" LIFT. 9" 3"
6" NTS TYPICAL SECTION NO. 8 NTS W (PAVEMENT REMOVAL; SEE NOTE 2) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. IF CONCRETE IS ENCOUNTERED BENEATH PAVEMENT, MILL TO TOP OF CONCRETE ONLY. --2" 2" 2" 2" 2" 2" WDEPTH MEASUREMENTS EX. PAVEMENT, MILLED SURFACE OR CONCRETE FACILITY TACK COAT ALL VERTICAL EDGES PRIOR TO PAVINGSEE NOTE 1 Y (INTERMEDIATE COURSE) Z (SURFACE COURSE) -2" 2" 4" 2" 4" 6" 8" X Y Z REMOVE & REPLACE HMA (VARIOUS DEPTHS) X (BASE COURSE) Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
SUNNYSLOPE AVENUE - BID ALTERNATE 1
ONEIL AVENUE TO 820' S/O LANE STREET SUNNYSLOPE AVENUE 12 MATCHLINE - SEE SHEET 11 BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C6 1.75" 5.5" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). SEE ENLARGEMENT L ON SHEET 27 FOR WORK ON DRIVEWAY 1" = 20' MAY 2026 AH Concrete Repair Summary (Sheet 12) Concrete Repair No. Address R&R PCC Rolled C&G LF I1 1624 Sunnyslope Ave. 15 I2 1648 Sunnyslope Ave. 10 I3 1666 Sunnyslope Ave. 6 I4 1680 Sunnyslope Ave. 16 I5 1680 Sunnyslope Ave. 15 GENERAL NOTES (THIS SHEET ONLY): 1. LOWER ALL UTILITIES PRIOR TO COLD PLANE OR FDR UNLESS OTHERWISE NOTED. 560
X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X 2585 2581 2577 2573 25692565 PLAYGROUND TRAIL NORTH TRAIL TENNIS TRAIL 8' 8' 5' 8' 5' 3.25' 2' 7' 14' 16' TYPICAL SECTION NO. 9 2 ICV ICV ICV ICV ICV ICV 1 3.25' R&R 2" HMA (~930SF) R R R R R R R R R 4 4 4 4 3 NTS TYPICAL SECTION NO. 9 2" HMA SURFACE COURSE EX./NEW PAVEMENT SURFACE RELEVEL & RECOMPACT AGGREGATE BASE 1" CLEAR FINISH GRADE 2x4 CONSTRUCTION GRADE REDWOOD HEADER BOARD 2x4x18 CONSTRUCTION GRADE STAKE - MIN. 4' O.C. ATT. W/ STAINLESS STEEL #10 x 2-1/2" SCREWS REMOVE & REPLACE 2" HMA NOTES: 1. REMOVE & DISPOSE OF EX. HEADER BOARD & STAKES. NTS W (PAVEMENT REMOVAL; SEE NOTE 2) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. IF CONCRETE IS ENCOUNTERED BENEATH PAVEMENT, MILL TO TOP OF CONCRETE ONLY. --2" 2" 2" 2" 2" 2" WDEPTH MEASUREMENTS EX. PAVEMENT, MILLED SURFACE OR CONCRETE FACILITY TACK COAT ALL VERTICAL EDGES PRIOR TO PAVINGSEE NOTE 1 Y (INTERMEDIATE COURSE) Z (SURFACE COURSE) -2" 2" 4" 2" 4" 6" 8" X Y Z REMOVE & REPLACE HMA (VARIOUS DEPTHS) X (BASE COURSE) Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SITE01.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
HALLMARK PARK - BID ALTERNATE 3
NORTH TRAIL, PLAYGROUND TRAIL, TENNIS TRAIL HALLMARK PARK 13 1CONSTRUCTION NOTES (THIS SHEET ONLY): PROTECT IN PLACE PLAYGROUND BORDER. UNBOLT PARK BENCH & STORE ON SITE; REPLACE AFTER PAVING IS COMPLETED. REMOVE CONCRETE POST BASE. CONTRACTOR SHALL REMOVE & REPLACE FENCING AS NECESSARY TO PROVIDE A UNIFORM FINISH UNDER FENCING. 1" = 30' MAY 2026 AH WAKEFIELD DRIVE HALLMARK DRIVE HALLMARK DRIVE 2 GENERAL NOTES (THIS SHEET ONLY): 1. LOWER ALL UTILITIES PRIOR TO COLD PLANE UNLESS OTHERWISE NOTED. 34 561
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CONTROL POINT SUMMARY.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 CURB RAMP CONSTRUCTION: GENERAL NOTES 1. PRIOR TO INSTALLATION OF NEW CURB RAMPS, CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE FOR TRIMMING OR REMOVAL OF PRIVATE LANDSCAPE PLANTINGS. NO PLANT MATERIAL SHALL BE ALTERED OR OTHERWISE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. 2. CURB RAMP DESIGNS ARE BASED ON LATEST VERSION OF CALIFORNIA BUILDING CODE & CALTRANS DIB 82-06 "PEDESTRIAN ACCESIBILITY GUIDELINES FOR HIGHWAY PROJECTS, AND ANY/ALL APPLICABLE LOCAL CODES. REFER TO STANDARD PLAN A88A FOR ADDITIONAL DETAILS & INFORMATION NOT PROVIDED IN PROJECT PLANS OR SPECIFICATIONS. 3. SLOPES SHOWN ON THESE PLANS ARE APPROXIMATE; SOME FIELD-ADJUSTMENT MAY BE NECESSARY DURING LAYOUT & CONSTRUCTION. 4. CONCRETE FACILITIES SHALL BE CONSTRUCTED PER THE NOVEMBER 2016 EDITION OF THE CITY OF BELMONT STANDARD DETAILS: · TYPE A CURB & GUTTER*. . . . . . . . . . . . . . . . . . . #SI-100 · TYPE A & E CONCRETE THRU CURB DRAIN . . . #SI-101 · CURB & GUTTER @ DRIVEWAY APPROACH. . . . #SI-103 · VERTICAL TO ROLLED CURB TRANSITION . . . . #SI-104 · SIDEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #SI-105 · DRIVEWAY APPROACH & SECTION . . . . . . . . . . . #S1-107 · TYPE GO CURB INLET . . . . . . . . . . . . . . . . . . . . . . #SD-300 · TYPE GO INLET APRON . . . . . . . . . . . . . . . . . . . . .#SD-303 *CURB & GUTTER WIDTH WILL WIDEN FROM AN 18" GUTTER PAN TO A 24" GUTTER PAN IN FRONT OF CURB RAMP LANDING THEN TAPER BACK TO AN 18" GUTTER PAN UNLESS OTHERWISE NOTED ON PLANS. 5. CONCRETE FACILITIES SHALL BE CONSTRUCTED PER THE FEBRUARY 2022 EDITION OF THE COUNTY OF SAN MATEO STANDARD DRAWINGS: · A1-6 CURB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #D-3 · VALLEY GUTTER & PCC APRON . . . . . . . . . . . . . #D-5 · MONUMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #D-10 6. CONCRETE FACILITIES SHALL BE CONSTRUCTED PER DETAILS ON SHEET 34 · PCC VALLEY CURB & GUTTER . . . . . . . . . . . . . . . . . . . . . . . . PCC VALLEY CURB & GUTTER · MODIFIED PCC VALLEY CURB & GUTTER. . . . . . . . . . . . . . . MODIFIED PCC VALLEY CURB & GUTTER 7. ALL SAWCUTTING THROUGH CONCRETE & ASPHALT PAVEMENT SHALL EXTEND FULL-DEPTH OF THE MATERIAL. SAWCUTS IN CONCRETE SHALL ALWAYS BE ON AN EXISTING JOINT LINE UNLESS OTHERWISE ALLOWED BY THE CITY'S REPRESENTATIVE PRIOR TO CUTTING. ANY CHIPPED, BROKEN OR OTHERWISE IRREGULAR CONCRETE OR ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT AS DIRECTED BY THE CITY'S REPRESENTATIVE PRIOR TO REPLACING CONCRETE OR HOT-MIX ASPHALT MATERIAL. 8. NEW CONCRETE FACILITIES SHALL BE DOWELED TO EX. CONCRETE USING 18" #4 BARS SPACED @ 12" O.C. MAX. NEAREST DOWEL TO OUTERMOST FACE OF CONCRETE SHALL BE NO CLOSER THAN 3" UNLESS OTHERWISE DIRECTED BY CITY REPRESENTATIVE. 9. PAINTED LINES & LEGENDS SHOWN IN ENLARGEMENTS REPRESENT EXISTING & MAY CHANGE AS DIRECTED BY CITY REPRESENTATIVE. 10. LANDSCAPE RESTORATION SHALL CONSIST OF SALVAGING & REPLACING LANDSCAPING MATERIALS BEHIND NEW CONCRETE CONSTRUCTION. THESE MATERIALS MAY INCLUDE BUT ARE NOT LIMITED TO: BARK MULCH, DECORATIVE ROCK, COBBLE OR BOULDERS, CONCRETE PAVERS, BRICK, TURF, & DECORATIVE EDGING. CONTRACTOR SHALL DISTURB EX. LANDSCAPE MATERIALS TO THE MINIMUM AMOUNT POSSIBLE DURING DEMOLITION, LAYOUT & CONSTRUCTION OF RAMPS. WHERE MATERIALS MUST BE DISTURBED OR REMOVED, CONTRACTOR SHALL CAREFULLY SALVAGE & STORE ON-SITE SAID MATERIALS UNTIL CURB RAMP CONSTRUCTION IS APPROVED BY THE CITY'S REPRESENTATIVE, AFTER WHICH SALVAGED MATERIALS SHALL BE RESTORED TO THEIR ORIGINAL PLACEMENT & CONDITION. IF EXISTING MATERIALS CANNOT BE SALVAGED, CONTRACTOR SHALL PROCURE & INSTALL W/SAME MATERIALS. 11. LANDSCAPE RESTORATION MAY ALSO INCLUDE REPAIR OR REPLACEMENT OF DAMAGED IRRIGATION FACILITIES CAUSED BY THE CONTRACTOR'S EFFORTS. CONTRACTOR SHALL EXERCISE REASONABLE CAUTION DURING DEMOLITION & CONSTRUCTION TO AVOID DAMAGING IRRIGATION DRIPLINES, LATERAL LINES, VALVES, POP-UP SPRINKLERS, ETC. ANY DAMAGED IRRIGATION FACILITIES SHALL BE REPAIRED OR RESTORED TO WORKING ORDER TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE. 12. ALL EXISTING FACILITIES ADJACENT TO ZONE OF CONSTRUCTION SHALL BE PROTECTED AT ALL TIMES BY THE CONTRACTOR TO AVOID DAMAGE TO SAID FACILITIES. IF IT IS THE CONTRACTOR'S OPINION THAT ITEM(S) CANNOT BE PROTECTED IN PLACE DURING THE WORK, CONTRACTOR SHALL NOTIFY THE CITY'S REPRESENTATIVE IN ADVANCE OF STARTING THE WORK. ANY ITEMS WHICH ARE TEMPORARILY RELOCATED TO AVOID DAMAGE SHALL BE REPLACED TO THEIR ORIGINAL LOCATION & CONDITION AT THE COMPLETION OF THE WORK. ANY FACILITIES WHICH ARE FOUND TO BE MISSING OR DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S SOLE EXPENSE & TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE. 13. EXISTING UTILITIES WITHIN AREA OF WORK SHALL BE ADJUSTED TO FINISHED GRADE UNLESS OTHERWISE NOTED ON PLANS. 14. NOTIFY ENGINEER OF RECORD IF DISCREPANCIES ARE FOUND BETWEEN CONTROL POINTS PRIOR TO CONTINUATION OF WORK. 15. MATERIAL TO BE REMOVED UNDER EX. CONCRETE FACILITIES MAY VARY IN TYPE & DEPTH. ENLARGEMENT SHEET INDEX SHEET NO. MAIN STREET SHEET TITLE SHEET DESCRIPTION 16 BROADWAY ENLARGEMENT A BROADWAY @ SUNNYSLOPE AVENUE 17 ENLARGEMENT B BROADWAY @ SUNNYSLOPE AVENUE 18 COLLEGE VIEW WAY ENLARGEMENT C COLLEGE VIEW WAY @ PHYLLIS COURT 19 ENLARGEMENT D COLLEGE VIEW WAY @ SOUTH ROAD 20 EL VERANO WAY ENLARGEMENT E EL VERANO WAY @ MAYWOOD DRIVE 21 ENLARGEMENT F EL VERANO WAY @ CHULA VISTA DRIVE 22 FERNWOOD WAY ENLARGEMENT G FERNWOOD WAY @ EL VERANO WAY 23 ENLARGEMENT H FERNWOOD WAY @ VALDEZ AVENUE 24 ENLARGEMENT I FERNWOOD WAY @ CHULA VISTA DRIVE 25 SUNNYSLOPE AVENUE ENLARGEMENT J SUNNYSLOPE AVENUE @ HARBOR BOULEVARD 26 ENLARGEMENT K SUNNYSLOPE AVENUE @ HARBOR BOULEVARD 27 ENLARGEMENT L 1688 SUNNYSLOPE AVENUE 28 BROADWAY ENLARGEMENT M BROADWAY 29 PALOMA AVENUE ENLARGEMENT N PALOMA AVENUE
ENLARGEMENT NOTES
CONTROL POINT DATA, CONRETE NOTES, & ENLARGEMENT SHEET INDEX 14NO SCALE MAY 2026 BM 562
BROADWAY 1 3 4 5 7 8 10 9 11 16 17 61213 14 15 SUNNYSLOPE AVENUE PALOMA AVENUE
TALBRYN DRIVE
VINE STREET OAK TREE LANE
HARBOR BOULEVARD 2 2 1 3 3 1 2 2 1 3 COLLEGE VIEW WAY
PHYLLIS COURT
SOUTH ROAD
EL VERANO WAY
FERNWOOD WAY
MAYWOOD DRIVE
VALDEZ AVENUE
CHULA VISTA DRIVE
CHULA VISTA DRIVE 32 1 2 3 3 1 2 2 3 1 2 1 3 EL VERANO WAY 2 13 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CONTROL POINT SUMMARY.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 BROADWAY & PALOMA AVENUE LOCATION MAP 1" = 60' COLLEGE VIEW WAY LOCATION MAP 1" = 50' EL VERANO WAY & FERNWOOD WAY LOCATION MAP 1" = 100' CONTROL POINT LOCATION MAPS 15AS SHOWN 1688 SUNNYSLOPE AVENUE 1" = 20' MAY 2026 BM 563
1374 1101 S CI CI 4.5' 7.8'
4.5' 2' 58.98TC 58.48FL/TG59.10TC 58.60FL/FL 59.19TC 58.65FL59.26TC 58.68FL 59.77TC 59.27SW/FL 59.84TC 59.34SW/FL 59.33TC 58.83SW/FL 58.76SW/FL 59.14TC 58.81SW 59.38TC 58.88SW 59.89TC 59.39SW 59.91TC 59.66FL 59.10TC/SW 59.05TC 58.55FL MATCHMATCH 6' 2' 5.1' 5' 5.6' 5' 59.82TC 59.32SW 59.60TC 59.10SW/FL 59.17SW/FL 59.84TC 59.34SW/FL 59.41SW/FL 59.96TC 59.46SW 59.65TC 59.15SW 59.72TC 59.22SW 60.22TC 59.80FL 60.27TC/SW 61.51TC 61.01FL 61.56TC/SW MATCH MATCH 2.7' 7.3' 5.1' 2.8' 3.1' 15' 2.1' 10.4' 9.3' 4.5' C2 C1 SUNNYSLOPE AVENUE 4' 9 9 2 3 10 4 7 7 7 59.89TC 59.39SW 60.32TC 60.07FL 60.51TC 60.26FL 10+10.31 60.90TC 60.65FL 60.44TC 60.19FL 60.96TC 60.71FL10+20.40 61.43TC 61.18FL 10+00 BROADWAY 4.6' ENLARGEMENT M SEE SHEET 28 ENLARGEMENT M SEE SHEET 28 5.1' 2' 2' 4.6' 2.8' R= 28.00' L=6.53' Δ=13°21'12" 3.5' 5.3' 2.4' 5' 3'
3' 3' 1461.47 CP14
ENLARGEMENT A
BROADWAY @ SUNNYSLOPE AVENUE 16
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR02_BROADWAY.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 XX PROPERTY ADDRESS BROADWAY @ SUNNYSLOPE AVENUE ENLARGEMENT A CONSTRUCT 4" WIDE PCC RETAINING CURB 1" = 5' GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION. ENLARGEMENT A NOTES: NOT USED. CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET AT SAG". CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET ON INCLINE". CONSTRUCT 4" WIDE RETAINING CURB BETWEEN NEW SURFACE & EXISTING RETAINING WALL. NOT USED. NOT USED. RELOCATE STREET SIGN. NOT USED. SALVAGE & RESET EX. FRAME & GRATE & RECONSTRUCT TOP OF CATCH BASIN PER DETAIL THIS SHEET. PROTECT IN PLACE RETAINING WALL. 1 PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE TP TOP OF PAVEMENT TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER ROADSIDE SIGN (EX.) INSTALL OR RELOCATE ROADSIDE SIGN CI CURB INLET (EX.) TG TOP OF GRATE 2 PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. 345678910 XXX.XX DESIGN ELEVATION(S) MAY 2026 BM SURVEY NAIL APPROXIMATE PROPERTY BOUNDARY CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 2.21' 5.18' 24°23'31" C2 1.85' 5.18' 20°26'12" THICKNESS OF NEW CONC. WALL TO MATCH EXISTING EX. DRAINAGE STRUCTURE #4 BARS @ 12" SPACING O.C.; DOWEL INTO EX. WALL 6", TYP. (SEE NOTE 1) SALVAGE & RESET EX. GRATE & FRAME 12" MIN 1/2" X 9" A ANCHORS @ 24" O.C. FACE ANGLE L2-1/2 X 2-1/2 X 1/4 REMOVE TOP OF CATCH BASIN TO MINIMIZE SPALL, TYP. 12" 3/16 NOTES 1. DOWELS SHALL BE PLACED IN 3/4" DIAMETER DRILLED HOLES WITH EPOXY. 2. COMPLETE JOINT PENETRATION BUTT WELDS MAY BE SUBSTITUTED FOR THE FILLET WELDS ON ALL ANCHORS. 3. STANDARD SQUARE, HEXAGON, ROUND OR EQUIVALENT HEAD ANCHORS MAY BE SUBSTITUTED FOR THE RIGHT ANGLE HOOKS ON THE ANCHORS SHOWN ON THIS PLAN. 4. CONTRACTOR SHALL INSTALL IN THE CATCH BASIN A TEMPORARY SYSTEM TO CATCH ANY DEBRIS DURING DEMOLITION & RECONSTRUCTION. SAND CEMENT GROUT @ JOINTS, TYP. NTS RECONSTRUCT TOP OF CATCH BASIN ANGLE MATCHES BATTER AT CURB TOP OF CURB FLOWLINE CATCH BASIN OPENING SECTION VIEW FRONT VIEW NEW FACE ANGLE 564
1373 1075 PP BROADWAY SUNNYSLOPE AVENUE 58.48SW/FL 58.13SW/FL/HP 58.06SW/FL 58.61TC 58.11SW 58.68TC 58.18SW 58.55TC/SW 58.50TC 58.00FL 58.13TC 57.63FL MATCH MATCH MATCH MATCH 58.18TC/SW 10.6' 5' 5' 5' 5.2' 5' 2' 58.55SW/FL59.03TC 58.53SW 59.10TC 58.60SW 57.00TC 56.67FL 60.58TC 60.16FL 60.63TC/SW MATCH MATCH MATCH MATCH MATCH 57.05TC/SW 58.05TC 57.80FL 58.10SW 4.3' 15' 4'
10.7' 4.7'
4.5' 2' L1 C1 SUNNYSLOPE AVENUE 6' 2' 61 4 2 5
3' 1358.62 CP13
ENLARGEMENT B
BROADWAY @ SUNNYSLOPE AVENUE 17
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR02_BROADWAY.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 SURVEY NAIL BROADWAY @ SUNNYSLOPE AVENUE ENLARGEMENT B 1" = 5' GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION. XX PROPERTY ADDRESS FIRE HYDRANT WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK WATER VALVE COVER ROADSIDE SIGN (EX.) INSTALL OR RELOCATE ROADSIDE SIGN PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. HP HIGH POINT XXX.XX DESIGN ELEVATION(S) ENLARGEMENT B NOTES: ADJUST UTILITY COVER TO FINISHED GRADE. COORDINATE W/UTILITY OWNER AS REQUIRED. RELOCATE STREET SIGN. NOT USED. PROTECT IN PLACE POWER POLE. PROTECT IN PLACE RETAINING WALL. PROTECT IN PLACE FIRE HYDRANT. 123456 POWER POLE PP MAY 2026 BM CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 3.80' 5.38' 40°28'25" LINE TABLE LINE # DISTANCE BEARING L1 1.20' S51° 35' 18"E APPROXIMATE PROPERTY BOUNDARY 565
X X X X X X X X X X X X X X X X X X X X PHYLLIS COURT COLLEGE VIEW WAY 2 BELL PGE TV 1 95.62TC 95.12SW 95.69TC 95.19SW 95.07TC/FL 95.14TC/FL 97.00TC/FL 97.87TC 97.12SW 97.07TC/FL 95.59FL 96.65FL 95.80EP 96.30EP 96.72EP 97.03FL 97.62FL MATCH MATCH 96.18FL 96.30EP MATCH 97.11TC/SW 94.91TC/SW MATCH MATCH 97.06TC 96.56FL 94.86TC 94.53FL 95.68FL 95.80EP 6.5' 4' 5' 15'
3.7' 4.5' 98.04FL 97.48TC 96.73FL 99.23TC 98.65FL 97.53TC/SW MATCH MATCH MATCH 99.28TC/SW 96.60FL 96.72EP 7.8' 6.5' 5' 7.4' 7.6' 5.2' 97.80TC 97.05SW 4.5' 4' 2' 2' 4' 4' 4' 5 5 9 7 1 5 5 5 8 3 2 2 4.5'
4.3' 4.4' 4.4' 4.5' 4.5' 296.32 CP2
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR03_COLLEGEVIEW.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 COLLEGE VIEW WAY @ PHYLLIS COURT ENLARGEMENT C GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION. PROPERTY ADDRESS XX LIGHT STANDARD (EX.) FIRE HYDRANT WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK WATER VALVE COVER PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. SURVEY MONUMENT COVER TV TELEVISION XXX.XX DESIGN ELEVATION(S) ENLARGEMENT C NOTES: CONSTRUCT VALLEY GUTTER & PCC APRON PER COUNTY OF SAN MATEO STANDARD DETAIL D-5, "VALLEY GUTTER DETAILS". CONTRACTOR TO SAWCUT EXISTING CURB & GUTTER @ LOCATION SHOWN ON PLANS. NO JOINT PRESENT @ THIS LOCATION. COUNTER SLOPE ADJACENT TO AND WITHIN 24" OF CURB RAMP LANDING SHALL NOT EXCEED 5%. NOT USED. ADJUST UTILITY COVER TO FINISHED GRADE. COORDINATE W/UTILITY OWNER AS REQUIRED. NOT USED. PROTECT IN PLACE FENCE. PROTECT IN PLACE FIRE HYDRANT. PROTECT IN PLACE WATER METER. 123456789
ENLARGEMENT C
COLLEGE VIEW WAY @ PHYLLIS COURT 181" = 5' MAY 2026 BM SURVEY NAIL 566
X X X X MATCH COLLEGE VIEW WAY SOUTH ROAD 100.56TC/FL 101.36TC 100.61SW 101.43TC 100.68SW 102.41TC/SW MATCH 100.43FL MATCH MATCH 100.47TC 99.97FL 100.60EP PP 530 100.48FL 99.86FL 100.31FL 100.60FL
3.8' 102.06TC 101.56SW/FL 101.57TC/FL 102.83TC 102.08FL MATCH MATCH 102.88TC 102.21FL MATCH 102.88TC/SW 102.95TC/SW 102.38TC 101.63SW 103.00SW MATCH MATCH 14.8' 5.1' 15.2' 5.4' 15' 5' 4.5' 3.5' 101.28EP 101.16FL 101.28EP 100.82FL 100.94EP 100.94EP 102.42TC 101.85FL 6' 7.5' 101.44FL 2.1' 12.4' 11' 20.9' 4.6' 4.9' 3.4' 4' MATCH 102.36TC 101.86FL 101.87TC 101.49FL 4' 9.7' 2' 2' 1 5 7 7 5 4 4 100.60EP 2 100.63TC/FL 6' 5' 10.7' 4.3' 6.7' 4.6' 4.3' 18' 3.2' 4' 100.52TC/SW 2' 3.9' 4.5' 4.5' C1 C2 C3 C4 C5 510 102.87TC 102.31FL 2 101.70 CP2 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR03_COLLEGEVIEW.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 COLLEGE VIEW WAY @ SOUTH ROAD ENLARGEMENT D GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION. XX PROPERTY ADDRESS WATER METER COVER EG EXISTING GRADE PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK WATER VALVE COVER PCC PORTLAND CEMENT CONCRETE EP EDGE OF PAVEMENT PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. SURVEY MONUMENT COVER BACKFILL W/ DECOMPOSED GRANITE & REGRADE XXX.XX DESIGN ELEVATION(S) HEADER BOARD ENLARGEMENT D NOTES: CONSTRUCT VALLEY GUTTER & PCC APRON PER COUNTY OF SAN MATEO STANDARD DETAIL D-5, "VALLEY GUTTER DETAILS". INSTALL DETECTABLE WARNING SURFACE NO GREATER THAN 5.0' FROM THE BACK OF CURB PER DIB 82.06 SECTION 4.3.14 (3)(b). NOT USED. REMOVE & REPLACE 2X10 HEADER BOARD. ADJUST UTILITY COVER TO FINISHED GRADE. COORDINATE W/UTILITY OWNER AS REQUIRED. NOT USED. PROTECT IN PLACE RETAINING WALL. 123456 POWER POLE PP 7
ENLARGEMENT D
COLLEGE VIEW WAY @ SOUTH ROAD 191" = 5' MAY 2026 BM CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 3.17' 10.50' 17°17'37" C2 27.06' 22.75' 68°09'44" C3 3.46' 10.00' 19°48'15" C4 3.21' 10.00' 18°24'10" C5 19.54' 20.00' 55°59'27" SURVEY NAIL 567
S EL VERANO WAY MAYWOOD DRIVE 94.19SW/FL 94.12SW/FL 94.72TC 94.22SW 91.53SW/FL MATCH MATCH 98.24SW/FL 98.17TC MATCH FL MATCH MATCH MATCH 99.16SW/FL 99.23SW/FL 99.76TC 99.26SW 99.13TC MATCH 99.10TC 98.60FL MATCH99.20TC 98.70FL 99.25SW/FL MATCH MATCH99.34TC 99.15SW 103.20SW/FL MATCH MATCH 1
6.4' 5.5' 9.5' 9.8' 5.2' 8.4' 5' 2' 91.46TC 90.96FL 5' 2'
5.6' 8.4' 7.3' 7.7' 3.9' 99.69TC 99.19SW 5' 7.1' 2' 4' 2' 103.07TC MATCH FL R= 20.00' L=27.68' Δ=79°18'09" 2 2' 5' 94.69TC 94.19SW 5' 289.89 CP2 399.79 CP3 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR01_VERANOFERNWOOD.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION. FIRE HYDRANT ENLARGEMENT E NOTES: REPLACE (2) DRAIN PIPES UNDER SIDEWALK & CONNECT TO EXISTING PIPES BEHIND BACK OF SIDEWALK. CONSTRUCT TYPE A THRU CURB PER CITY OF BELMONT STANDARD DETAIL SI-101, "TYPE A & E CONCRETE THRU CURB DRAIN". CONSTRUCT PCC APRON PER COUNTY OF SAN MATEO STANDARD DETAIL D-5, "VALLEY GUTTER DETAILS". 1 PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE TP TOP OF PAVEMENT TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER ROADSIDE SIGN (EX.) SIDEWALK UNDER DRAIN (EX.) PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. XXX.XX DESIGN ELEVATION(S) EL VERANO WAY @ MAYWOOD DRIVE ENLARGEMENT E
ENLARGEMENT E
EL VERANO WAY @ MAYWOOD DRIVE 201" = 5' MAY 2026 MW 2 SURVEY NAIL 568
CHULA VISTA 100.45SW/FL EL VERANO WAY CHULA VISTA DRIVE 101.02SW/TC MATCH MATCH 101.92SW/TC 100.95TC 100.45FL 100.41SW/FL 101.85TC 101.35FL MATCH 97.14TC 96.86SW/FL 95.88TC 95.50SW MATCH 93.67SW/TC MATCH MATCH MATCH 94.20SW 93.70FL 100.12FL MATCH 97.08TC 96.58SW 97.36TC 96.86SW 96.58SW/FL 1 1 8.6' 7' 1.9'
3.5' 5.4' 100.98TC 100.48SW 101.01TC 100.51SW 5 4 7 2.7' 2.4' MATCH 5' 2 2' 2.8' 20.3' 2' R= 20.00' L=29.92' Δ=85°43'02" 5' MATCH MATCH 6.4' 5' 5.4' 26.2' 99.27TC 98.77FL 94.57TC 94.27SW 30.5' 2' 3' 27.6' 12°' 6.4' 5.1' 7.4' 6.5' 2.3' 5.4' 5' 3.7'
14.8'
12.6' 6' 2'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR01_VERANOFERNWOOD.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
ENLARGEMENT F
EL VERANO WAY @ CHULA VISTA DRIVE GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION. LIGHT STANDARD (EX.) FIRE HYDRANT DW DRIVEWAY ENLARGEMENT F NOTES: CONSTRUCT PCC APRON PER COUNTY OF SAN MATEO STANDARD DETAIL D-5, "VALLEY GUTTER DETAILS". LANDING DESIGN SLOPES EXCEED 2%, SEE DIB 82-06 SECTION 4.3.5. NOT USED. ADJUST UTILITY COVER TO FINISHED GRADE. COORDINATE W/UTILITY OWNER AS REQUIRED. PROTECT IN PLACE EXISTING FIRE HYDRANT. NOT USED. RELOCATE STREET SIGN. 1 PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE EG EXISTING GRADE TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK WATER VALVE COVER (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER ROADSIDE SIGN (EX.) INSTALL OR RELOCATE ROADSIDE SIGN 2 PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. 345 SURVEY NAIL 67 DESIGN ELEVATION(S) EL VERANO WAY @ CHULA VISTA DRIVE ENLARGEMENT F 211" = 5' MAY 2026 MW XXX.XX 569
FERNWOOD WAY
EL VERANO WAY 100.05FL/SW 100.58TC 100.08SW 100.48SW/TC 100.62TC 100.12SW MATCH MATCH MATCH MATCH MATCH 100.75TC 100.25FL 100.41TC 100.00FL 99.93FL S 98.83FL/SW 99.31TC 98.81SW 99.37TC 98.87SW MATCH MATCH 100.03FL/SW 1 1
2'
2'
5' 3.9' 23.3' MATCH 98.77FL/SW 100.91TC 100.41FL 99.15FL
9.3' 2.4'
5.8'
4.6' 3.8' 19.3'
20.9'
5'
2'
2' 100.82SW/TC
5' 97.34SW MATCH MATCH
21.7'
6.3'
5.2' 97.27TC 96.77FL 98.00SW/TC 97.75SW 98.07TC 97.49FL 2 3
10.4'
5'
6.5' 4.6'
11' 4' 1.9'
4 100.98SW/TC
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR01_VERANOFERNWOOD.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION.
ENLARGEMENT G
FERNWOOD WAY @ EL VERANO WAY FERNWOOD WAY @ EL VERANO WAY ENLARGEMENT G LIGHT STANDARD (EX.) FIRE HYDRANT WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK WATER VALVE COVER (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER ROADSIDE SIGN (EX.) INSTALL OR RELOCATE ROADSIDE SIGN CI CURB INLET (EX.) SL STREET LIGHT TG TOP OF GRATE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. SURVEY MONUMENT COVER XXX.XX DESIGN ELEVATION(S) 221" = 5' MAY 2026 MW ENLARGEMENT G NOTES: CONSTRUCT PCC APRON PER COUNTY OF SAN MATEO STANDARD DETAIL D-5, "VALLEY GUTTER DETAILS". RELOCATE STREET LIGHT BOX TO LANDSCAPING AREA IMMEDIATELY BEHIND BACK OF SIDEWALK. RECONSTRUCT TOP OF CURB INLET STRUCTURE W/ ANGLE ANCHOR PER CITY OF BELMONT STANDARD DETAIL SD-300, W/TOP OF CONCRETE STRUCTURE FLUSH TO ADJACENT SIDEWALK SURFACE. CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET AT SAG". 1 2
3 4
570
FERNWOOD WAY VALDEZ AVE 96.13SW/FL 96.18SW/FL MATCH MATCH MATCH MATCH 98.45SW/FL 98.38SW/FL 99.00TC 98.50SW 98.95TC 98.45SW 98.10SW/TC 100.35SW/TC MATCH MATCH 98.05TC 97.60FL MATCH MATCH MATCH MATCH MATCH MATCH MATCH 1 2 1a R= 18.50' L=29.29' Δ=90°42'49" 3.2' 10.2' 96.73TC 96.23SW 2' 2' 5' 4.8' 10.4' 8.4' 2' 5' 4.5' 5' 5' 5.5' 9.5' 4.9' 5' 5.8' 6.3' 2' 2' 5' 5' 94.09SW MATCH 97.23SW/TC 97.17TC MATCH FL 7.1' 6.1' 9.1' 4.9' 96.68TC 96.18SW 1b 1a Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR01_VERANOFERNWOOD.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
ENLARGEMENT H
FERNWOOD WAY @ VALDEZ AVENUE GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION. FIRE HYDRANT ENLARGEMENT H NOTES: REMOVE FENCE AT BACK OF SIDEWALK. EXISTING FENCE TO REMAIN. PROTECT IN PLACE EXISTING FIRE HYDRANT. 1a PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE TP TOP OF PAVEMENT TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK WATER VALVE COVER ROADSIDE SIGN (EX.) 1b PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. SURVEY NAIL XXX.XX DESIGN ELEVATION(S) FERNWOOD WAY @ VALDEZ AVENUE ENLARGEMENT H 231" = 5' MAY 2026 MW 2 571
99.33FL/SW 99.83TC 99.33SW 99.78SW/TC MATCH MATCH 99.94SW/TC 99.89TC 99.50FL MATCHMATCH 99.07FL 99.20TC 98.70SW 98.94SW/TC MATCH MATCH 100.06SW/TC MATCH 98.60FL/SW 98.67FL/SW 98.88TC 98.38FL MATCH 98.74FL MATCH MATCH 99.28FL/SW 99.71TC 99.21FL
FERNWOOD WAY
CHULA VISTA DRIVE
2 2 R= 21.50' L=33.43' Δ=89°05'38"
12.7' 2.3'
4'
4.9' 4.7'
5'
4.8' 2' 25.9' 3.9'
23.7' R= 20.00' L=27.45' Δ=78°37'50" 17.9' 3.9'
2' MATCH
5.2'
19.3'
7.6'
6'
3.7' 2.1'
2'
5.1' 1
5' 99.17TC 98.67SW
5' 99.88TC 99.38SW
299.81 CP2
3 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR01_VERANOFERNWOOD.DWG Plot Date: 5/29/2026 1:53 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35
ENLARGEMENT I
FERNWOOD WAY @ CHULA VISTA DRIVE GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION. LIGHT STANDARD (EX.) ENLARGEMENT I NOTES: RESET UTILITY BOX LID FLUSH W/ NEW SIDEWALK. CONSTRUCT PCC APRON PER COUNTY OF SAN MATEO STANDARD DETAIL D-5, "VALLEY GUTTER DETAILS". ADJUST UTILITY COVER TO FINISHED GRADE. COORDINATE W/ UTILITY OWNER AS REQUIRED. 1 PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK WATER VALVE COVER ROADSIDE SIGN (EX.) SL STREET LIGHT PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. XXX.XX DESIGN ELEVATION(S) FERNWOOD WAY @ CHULA VISTA DRIVE ENLARGEMENT I 241" = 5' MAY 2026 MW 2 SURVEY NAIL
3 572
YSLOP
99.87TC 99.12SW99.38TC 99.05SW 97.86TC MATCH SW 96.61SW MATCHMATCH 98.99TC/FL 96.40FL/TC 96.89TC 96.39SW 96.95TC 96.45SW 96.71SW/TC MATCH MATCH MATCH 96.80SW/TC MATCHMATCH 96.75TC MATCH FL 96.34FL/TC 96.46FL/HP 5 6
6 6'
5'
7.7'
5'
2' C1 L1
6.7'
2 1 99.06TC/FL 102.27TC 101.77EP 96.55TC 96.06FL 97.30TC 96.80 FL 2'
5' 9'
4.1'
5.2'
2' MATCH MATCHMATCH MATCH MATCH
9.6'
18.7'
8'
10'
10'
8'
4 2'
6'
2103.51 CP2
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR04_SUUNYSLOPEHARBOR.DWG Plot Date: 5/29/2026 1:54 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION.
ENLARGEMENT J
SUNNYSLOPE AVENUE @ HARBOR BOULEVARD SUNNYSLOPE AVENUE @ HARBOR BOULEVARD ENLARGEMENT J FIRE HYDRANT EG EXISTING GRADE ENLARGEMENT J NOTES: PROTECT WALL DURING DEMOLITION & NEW CONCRETE CONSTRUCTION. RELOCATE TRAFFIC SIGN TO BEHIND BACK OF SIDEWALK. NOT USED. PROTECT IN PLACE EXISTING FIRE HYDRANT & BOLLARDS. WHITE LADDER CROSSWALK PER CITY OF BELMONT STANDARD DETAIL PM-100. PRUNE & REMOVE SHRUBBERY AS NEEDED TO PERFORM CONCRETE DEMOLITION & CONSTRUCTION. 1 PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE TP TOP OF PAVEMENT TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK WATER VALVE COVER ROADSIDE SIGN (EX.) INSTALL OR RELOCATE ROADSIDE SIGN 2 PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. 3 4
5 SURVEY NAIL
6 XXX.XX DESIGN ELEVATION(S) 251" = 5'
MATCHLINE - SEE SHEET 25 MAY 2026 MW CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 4.09' 5.14' 45°35'46" LINE TABLE LINE # DISTANCE BEARING L1 0.91' S80° 20' 16"W HP HIGH POINT EP EDGE OF PAVEMENT 573
AVENUE 94.37TC 93.87SW 94.31TC 93.81SW 93.67SW/TC 95.59SW/TC MATCH MATCH MATCH MATCH93.97FL/TC MATCH 97.83TC MATCH FL 97.88SW/TC MATCH MATCH MATCH MATCH 93.91FL/TC 93.83FL/TC 93.61TC 93.11FL 95.52TC MATCH FL 93.77FL/TC 1 2 2 2' 5.1' 3.1' 15' 5' 5' 6.8' 4.9' 10.4' 9.3' 5' 15' 4.4' 15' 2.8' 92.07SW/TC 94.46TC 93.96SW 94.52TC 94.02SW 5' 2' 4.8' 2' 2' PP R= 25.86' L=50.58' Δ=112°04'28" 196.59 CP1 3 95.23 CP3 CI Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR04_SUUNYSLOPEHARBOR.DWG Plot Date: 5/29/2026 1:54 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION.
ENLARGEMENT K
SUNNYSLOPE AVENUE @ HARBOR BOULEVARD SUNNYSLOPE AVENUE @ HARBOR BOULEVARD ENLARGEMENT K ENLARGEMENT K NOTES: WHITE LADDER CROSSWALK PER CITY OF BELMONT STANDARD DETAIL PM-100. PRUNE & REMOVE SHRUBBERY AS NEEDED TO PERFORM CONCRETE DEMOLITION & CONSTRUCTION. 1 PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK ROADSIDE SIGN (EX.) INSTALL OR RELOCATE ROADSIDE SIGN 2 PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. XXX.XX DESIGN ELEVATION(S) 261" = 5' MATCHLINE - SEE SHEET 24 MAY 2026 MW POWER POLE PP CI CURB INLET (EX.) 574
X X X X
X
X
X
X X X X X X 1688
S PP
WM 100.48TC 100.27FL MATCH MATCH MATCH 99.98TC 99.77FL 100.51TC 100.30FL 100.08TC 99.87FL 100.30TC 100.09FL MATCH MATCH MATCH MATCH MATCHMATCH MATCH 4' 2.6' 6.2' 6.2' 2.8' 4' MATCH MATCH MATCH 100.25EP
4.5' 2' 8' 10.3' 2
7 1
6 6
3 8
2 100.08 CP2
1 99.10 CP1
4 ENLARGEMENT L
1688 SUNNYSLOPE AVENUE 27
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_SUNNYSLOPE DRIVEWAY.DWG Plot Date: 5/29/2026 1:54 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION. PROPERTY ADDRESS XX FIRE HYDRANT WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOWLINE TP TOP OF PAVEMENT TC TOP OF CURB SW SIDEWALK WATER VALVE COVER (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. SURVEY NAIL XXX.XX DESIGN ELEVATION(S) ENLARGEMENT L NOTES: CONTRACTOR TO SAWCUT EXISTING DRIVEWAY @ LOCATION SHOWN ON PLANS. NO JOINT PRESENT @ THIS LOCATION. ADJUST UTILITY COVER TO FINISHED GRADE. COORDINATE W/UTILITY OWNER AS REQUIRED. PROTECT IN PLACE WEEP HOLE IN RETAINING WALL. CONSTRUCT CURB & GUTTER TO ALLOW WEEP HOLE TO DRAIN. CONSTRUCT MODIFIED PCC VALLEY CURB & GUTTER PER DETAIL ON SHEET 34. NOT USED. PROTECT IN PLACE FENCE. PROTECT IN PLACE RETAINING WALL. PROTECT IN PLACE SURVEY MONUMENT IN WELL. ADJUST SURVEY MONUMENT WELL TO FINISHED GRADE. 1 2
3 4
5 6 POWER POLE PP 1688 SUNNYSLOPE AVENUE ENLARGEMENT L
7 8 1" = 20' MAY 2026 BM APPROXIMATE PROPERTY BOUNDARY
575
X X X X X X X X X X X X X X X X X X X X X X X X 10+20.40 61.43TC 61.18FL 10+10.31 60.90TC 60.65FL 10+43.96 MATCH TC 63.29FL 10+00 11+00 12+00 13+00 10+26.82 62.21TC 61.96FL 10+44.87 MATCH TC 63.35FL 10+95.98 MATCH TC 68.09FL 10+60.93 MATCH TC 64.69FL 10+90.07 MATCH TC 67.52FL 10+96.72 MATCH TC 68.23FL 11+18.25 MATCH TC 70.37FL 11+51.26 MATCH TC 73.93FL 11+72.04 MATCH TC 76.21FL 12+00.00 79.46TC 79.21FL 12+25.00 82.11TC 81.86FL 12+43.20 84.04TC 83.79FL 12+85.23 86.00TC 85.75FL S S IRR 11+09.22 MATCH TC 69.27FL 11+68.79 MATCH TC 75.78FL 11+92.60 MATCH 11+50.00 73.98TC 73.73FL 10+70.43 MATCH TC 65.61FL 11+89.62 MATCH TC 78.15FL 11+25.00 71.25TC 71.00FL 13+00.00 86.34TC 86.09FL 1374 1120 1140 1160 1180 1161 1181 1121 1141 1101 PALOMA AVENUE 3 1 2 ENLARGEMENT A SEE SHEET 16 ENLARGEMENT A SEE SHEET 16 2' TYP. 13+00 13+00.00 13+14.54 86.68TC 86.43FL 13+21.84 86.86TC 86.61FL 13+25.00 86.93TC 86.68FL ENLARGEMENT N SEE SHEET 29
ENLARGEMENT M
BROADWAY 28
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR02_BROADWAY.DWG Plot Date: 5/29/2026 1:54 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 BROADWAY ENLARGEMENT M 1" = 10' GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION. ENLARGEMENT M NOTES: RESET BRICK PAVERS FLUSH W/ NEW CURB & GUTTER. TRIM & REMOVE EXISTING PLANT MATERIAL @ PROPOSED CURB & GUTTER. PROTECT IN PLACE TREE. 123 XX PROPERTY ADDRESS WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS LEGEND FL FLOWLINE TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE EP EDGE OF PAVEMENT (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. SURVEY NAIL XX+XX XXX.XX DESIGN ELEVATION(S) CONSTRUCT VALLEY CURB & GUTTER CONSTRUCT STANDARD / DRIVEWAY CURB & GUTTER DESIGN STATION WATER VALVE COVER ROADSIDE SIGN (EX.) DW DRIVEWAY FIRE HYDRANT MAY 2026 BM APPROXIMATE PROPERTY BOUNDARY 576
14+00 15+00 16+00 13+25.00 86.93TC 86.68FL 13+45.41 87.41TC 87.29FL 13+54.62 87.54TC 87.42FL 13+45.41 MATCH 13+54.62 MATCH 13+66.29 87.82TC 87.70FL 13+81.31 88.16TC 88.04FL 13+68.88 MATCH 13+80.50 MATCH 13+89.11 88.26TC 88.14FL 14+02.63 88.46TC 88.32FL 13+89.46 MATCH 14+01.92 MATCH 14+35.60 89.18TC 89.06FL 14+56.69 89.73TC 89.61FL 14+55.08 MATCH 14+36.95 MATCH 14+94.56 MATCH 14+97.09 MATCH 15+16.13 91.99TC 91.49FL 15+20.13 91.83TC 91.71FL 15+35.04 92.63TC 92.51FL 15+47.94 93.22TC 93.10FL 15+55.43 93.67TC 93.55FL 15+60.16 94.46TC 93.96FL 15+20.24 MATCH 15+35.47 MATCH 15+35.24 MATCH 15+48.42 MATCH 15+49.07 MATCH 15+56.29 MATCH 14+07.27 88.47TC 88.35FL 14+92.06 90.83TC 90.38FL 15+04.43 91.36TC 90.86FL 14+60.69 90.15TC 89.70FL 14+11.27 88.90TC 88.45FL 14+31.60 89.41TC 88.96FL 13+41.41 87.31TC 87.06FL 16+00.00 98.62TC 98.12FL 15+75.00 95.74TC 95.24FL CI
2.5' 6.6'
2.5' 2 4.6'
4.5' 2.5'
2.9'
6'
2' TYP. 60' 1181 1417 1421 1433 VINE STREET 3 1 S CI ENLARGEMENT M SEE SHEET 28 4 4 4 4 16+64 16+56.30 MATCH 16+51.82 103.86TC 103.36FL 16+25.00 101.41TC 100.91FL 1160 4
ENLARGEMENT N
PALOMA AVENUE 29
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_CR02_BROADWAY.DWG Plot Date: 5/29/2026 1:54 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 PALOMA AVENUE ENLARGEMENT N 1" = 10' GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION. XX PROPERTY ADDRESS WATER METER COVER EP EDGE OF PAVEMENT PORTLAND CEMENT CONCRETE IMPROVEMENTS LEGEND FL FLOWLINE TP TOP OF PAVEMENT TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER CI CURB INLET (EX.) TG TOP OF GRATE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. SURVEY NAIL XX+XX XXX.XX DESIGN ELEVATION(S) CONSTRUCT TYPE E ROLLED CURB & GUTTER ENLARGEMENT N NOTES: CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET ON INCLINE". VARY CURB HEIGHT OF DRIVEWAY CURB & GUTTER. PROTECT IN PLACE CATCH INLET. PROTECT IN PLACE TREE. 123 CONSTRUCT VALLEY CURB & GUTTER CONSTRUCT STANDARD / DRIVEWAY CURB & GUTTER DESIGN STATION DW DRIVEWAY 4 MAY 2026 BM APPROXIMATE PROPERTY BOUNDARY 577
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E)
W(E) W(E)
W(E)
G(E)
G(E)
G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E)
G(E)
G(E) G(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) E(E)
W(E)10+00 11+00 12+00 S 1313 1319 1325 1331 1337 1314 1316 1332SCO PP PP 11+61.96 99.88TC 99.63FL 11+93.57 98.85TC 98.60FL 12+27.27 MATCH TC 96.66FL 12+50.00 MATCH TC 95.55FL 12+25.00 97.18TC 96.93FL 12+00.00 98.54TC 98.29FL 11+76.08 MATCH 12+04.91 MATCH 11+80.09 98.47TC 98.22FL 11+98.92 97.88TC 97.63FL 12+27.25 MATCH 11+93.72 MATCH 11+59.96 99.90PCC 12+62.05 MATCH TC 94.80FL 12+67.25 MATCH TC 94.48FL 12+70.52 MATCH TC 94.35FL 12+75.00 94.63TC 94.17FL PGE 1 3 4 2 2 1336 11+75.00 99.43TC 99.18FL ELEVATION STATION Profile View of Paloma Centerline 90.00 100.00 90.00 100.00 10+00.00 11+00.00 12+00.00 12+75.00 10+00.00 11+00.00 12+00.00 12+75.00 CL 12+75 94.11 CL 10+00 93.51 CL 10+25 94.47 CL 10+50 95.14 CL 10+75 96.45 CL 11+00 97.79 CL 11+25 98.93 CL 11+50 99.49 CL 11+75 99.07 CL 12+00 98.19 CL 12+25 96.94 CL 12+50 95.56 (E) CENTERLINE (P) CENTERLINE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_PALOMA AVENUE.DWG Plot Date: 5/29/2026 1:54 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 ENLARGEMENT X NOTES: PROTECT IN PLACE PGE VAULT. PROTECT IN PLACE RETAINING WALL. PROTECT IN PLACE STAIR CASE. RESET BRICKS AT BACK OF NEW CURB & GUTTER. 1234 POWER POLE PP MATCHLINE STA 12+75- SEE SHEET 31 SCO SEWER CLEANOUT (EX.) PALOMA AVENUE: CENTERLINE PROFILE VIEW HORIZONTAL: 1"=10' VERTICAL: 1"=5' PALOMA AVENUE: PLAN VIEW STA 10+00 TO STA 12+75 HORIZONTAL: 1"=10' VERTICAL: N/A XX PROPERTY ADDRESS WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS LEGEND FL FLOWLINE BACKFILL W/ NATIVE SOIL & REGRADE TC TOP OF CURB CL CENTERLINE (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER XX+XX XXX.XX DESIGN ELEVATION(S) CONSTRUCT VALLEY CURB & GUTTER DESIGN STATION WATER VALVE COVER TP TOP OF PAVEMENT FIRE HYDRANT (SEE SHEET 8 FOR TYPICAL SECTION DETAIL) CONSTRUCT ROLLED CURB & GUTTER W(E) WATER LINE (EX.) G(E) GAS LINE (EX.) SS(E) WATER LINE (EX.) UNDERGROUND UTILITY LINE (EX.) EG EXISTING GRADE PCC PORTLAND CEMENT CONCRETE FULL DEPTH RECLAMATION
PALOMA AVENUE
PLAN & PROFILE: STA 10+00 TO STA 12+75 30AS SHOWN MAY 2026 BM 578
X X X X X X X X X X W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E)
W(E) W(E)
W(E)
W(E) G(E) G(E) G(E)
G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E)
G(E) G(E)
G(E) SD(E) SD(E) SD(E) SD(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) SS(E) 13+00 14+00 15+00 15+33 S PP 12+75.00 94.63TC 94.17FL 13+15.76 92.33TC 91.87FL 13+19.76 91.79TC 91.67FL 13+00.00 93.15TC 92.69FL 13+15.20 MATCH 13+19.13 MATCH 13+33.90 MATCH 13+51.69 MATCH 13+25.00 91.43TC 91.31FL 13+50.00 MATCH TC 90.10FL 13+51.77 MATCH TC 90.02FL 13+70.77 MATCH TC 89.45FL 13+70.50 MATCH 13+78.84 13+75.00 MATCH MATCH TC 89.39FL 13+86.29 MATCH TC 89.27FL 13+78.81 MATCH 14+00.00 MATCH TC 89.02FL 14+04.51 MATCH TC 88.83FL 14+19.83 MATCH 14+08.51 89.17TC 88.71FL S 1343 1349 1357 1180 1342 1348 1356 1372 CI 5 5 1 76 2 3 TALBRYN DRIVE BROADWAY 5 R&R 8" HMA OVER SHALLOW UTILITIES (~4'x97') BEGIN R&R @ STA 13+75 END R&R @ STA 14+72 ELEVATION STATION Profile View of Paloma Centerline 85.00 90.00 100.00 85.00 90.00 100.00 12+75.00 13+00.00 14+00.00 15+00.00 15+33.00 12+75.00 13+00.00 14+00.00 15+00.00 15+33.00 CL 14+25 87.92 CL 14+50 87.58 CL 14+75 87.23 CL 15+00 86.89 CL 15+25 86.55 CL 12+75 94.11 CL 13+00 92.60 CL 13+25 91.22 CL 13+50 90.02 CL 13+75 89.20 CL 14+00 88.67 CL 14+25 87.92 (P) CENTERLINE (E) CENTERLINE TRANSITION FROM SUPER ELEVATED TO CROWNED MATCHLINE STA 12+75 - SEE SHEET 30
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_PALOMA AVENUE.DWG Plot Date: 5/29/2026 1:54 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 PALOMA AVENUE: CENTERLINE PROFILE VIEW HORIZONTAL: 1"=10' VERTICAL: 1"=5' PALOMA AVENUE: PLAN VIEW STA 12+75 TO STA 15+33 HORIZONTAL: 1"=10' VERTICAL: N/A CONSTRUCT DRIVEWAY CURB & GUTTER ENLARGEMENT X NOTES: SAWCUT CONCRETE INFRONT OF WATER METERS, NOT AT A JOINT. PROTECT IN PLACE PRICK PAVERS ADJACENT TO CONCRETE. PROTECT IN PLACE DRAINAGE STRUCTURE AND OUTLET PIPES. CONSTRUCT TYPE E THRU CURB DRAIN PER CITY OF BELMONT STANDARD DETAIL SI-101. SALVAGE AND RESET METAL PLATE OVER NEW CURB & GUTTER. NOT USED. PROTECT IN PLACE RETAINING WALL. PROTECT IN PLACE DRAINAGE STRUCTURE. PROTECT IN PLACE WATER METERS. 1234 POWER POLE PP XX PROPERTY ADDRESS WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS LEGEND FL FLOWLINE BACKFILL W/ NATIVE SOIL & REGRADE TC TOP OF CURB CL CENTERLINE (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER XX+XX XXX.XX DESIGN ELEVATION(S) DESIGN STATION WATER VALVE COVER (SEE SHEET 8 FOR TYPICAL SECTION DETAIL) CONSTRUCT TYPE E ROLLED CURB & GUTTER W(E) WATER LINE (EX.) G(E) GAS LINE (EX.) SS(E) WATER LINE (EX.) SD(E) STORM DRAIN (EX.) DW DRIVEWAY FULL DEPTH RECLAMATION CI CURB INLET (EX) ROADSIDE SIGN (EX.) 567
PALOMA AVENUE
PLAN & PROFILE: STA 12+75 TO STA 15+33 31AS SHOWN MAY 2026 BM (SEE SHEET 8 FOR TYPICAL SECTION DETAIL) REMOVE & REPLACE 8" HMA OVER SHALLOW UTILITIES 579
10+00.46 889095 100 889095100 -20 -15 -10 -5 0 5 10 15 20 -4.8% 10+25.00 889095 100 889095100 -20 -15 -10 -5 0 5 10 15 20 -2.1% 10+50.00 889095 100 889095100 -20 -15 -10 -5 0 5 10 15 20 -2.4% 10+75.00 9295 100 105 9295100 105 -20 -15 -10 -5 0 5 10 15 20 -3.1% 11+00.00 9295 100 105 9295100 105 -20 -15 -10 -5 0 5 10 15 20 -4.2% 11+25.00 9295 100 105 9295100 105 -20 -15 -10 -5 0 5 10 15 20 -5.5% 11+50.00 9295 100 105 9295100 105 -20 -15 -10 -5 0 5 10 15 20 -6.0% 11+75.00 9295 100 105 9295100 105 -20 -15 -10 -5 0 5 10 15 20 -3.9% 12+00.00 9095 100 105 9095100 105 -20 -15 -10 -5 0 5 10 15 20 -3.7% 12+25.00 9095 100 105 9095100 105 -20 -15 -10 -5 0 5 10 15 20 -2.5% 12+50.00 9095 100 105 9095100 105 -20 -15 -10 -5 0 5 10 15 20 -2.5% 12+75.00 889095 100 889095100 -20 -15 -10 -5 0 5 10 15 20 -1.5% 13+00.00 889095 100 889095100 -20 -15 -10 -5 0 5 10 15 20 -1.7% 13+25.00 889095 100 889095100 -20 -15 -10 -5 0 5 10 15 20 -1.8% 13+50.00 82859095 82859095 -20 -15 -10 -5 0 5 10 15 20 -1.7% 13+75.00 82859095 82859095 -20 -15 -10 -5 0 5 10 15 20 -2.8% 14+00.00 82859095 82859095 -20 -15 -10 -5 0 5 10 15 20 -4.6% 14+25.00 82859095 82859095 -20 -15 -10 -5 0 5 10 15 20 14+50.00 82859095 82859095 -20 -15 -10 -5 0 5 10 15 20 14+75.00 82859095 82859095 -20 -15 -10 -5 0 5 10 15 20 -4.9% 4.9% -6.6% 4.1% -6.6% -0.0% EP, 11.03'
94.18 EP, -11.46'
93.10 EP, 11.55'
94.71 EP, -11.02'
94.23 EP, 11.77'
95.42 EP, -10.86'
94.88 EP, 11.13'
96.80 EP, -10.27'
96.13 EP, 10.45'
98.23 EP, -10.43'
97.35 EP, 9.54'
99.45 EP, -10.29'
98.36 EP, 9.26'
100.04
EP, -10.44'
98.87 EP, 9.31'
99.43 EP, -10.23'
98.67 EP, 9.37'
98.54 EP, -9.97'
97.83 EP, 9.40'
97.18 EP, -9.75'
96.69 EP, 9.41'
95.80 EP, -9.57'
95.32 EP, 9.50'
94.25 EP, -9.43'
93.97 EP, 9.76'
92.76 EP, -9.41'
92.44 EP, 9.49'
91.39 EP, -9.66'
91.04 EP, 9.59'
90.18 EP, -9.77'
89.85 Crown, 0.00'
87.92 EP, -10.29'
87.42 EP, 9.34'
88.38 Crown, 0.00'
87.58 EP, -10.30'
86.90 EP, 9.35'
87.96 Crown, 0.00'
87.23 EP, -10.24'
86.56 EP, 8.27'
87.23 EP, 9.42'
89.47 EP, -9.92'
88.92 EP, -10.15'
88.20 EP, 9.26'
89.10 (E) GAS LINE (E) GAS LINE (E) SANITARY SEWER LINE (E) GAS LINE (E) GAS LINE (E) WATER LINE (E) GAS LINE (E) WATER LINE (E) GAS LINE (E) WATER LINE (E) GAS LINE (E) WATER LINE (E) GAS LINE (E) WATER LINE (E) GAS LINE (E) WATER LINE (E) GAS LINE (E) WATER LINE (E) GAS LINE (E) WATER LINE (E) GAS LINE (E) WATER LINE (E) GAS LINE (E) WATER LINE (E) GAS LINE (E) WATER LINE (E) GAS LINE (E) WATER LINE (E) SANITARY SEWER LINE (E) SANITARY SEWER LINE (E) GAS LINE (E) WATER LINE (E) SANITARY SEWER LINE (E) GAS LINE (E) GAS LINE (E) GAS LINE (E) WATER LINE (E) WATER LINE (E) WATER LINE (E) SANITARY SEWER LINE (E) SANITARY SEWER LINE (E) SANITARY SEWER LINE (E) 2" COPPER PIPE (E) 2" COPPER PIPE 12" FDR SECTION (SEE SHEET 8 FOR DETAIL) R&R 8" HMA OVER SHALLOW UTILITIES (SEE SHEET 8 FOR DETAIL) Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_PALOMA AVENUE.DWG Plot Date: 5/29/2026 1:54 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 PALOMA AVENUE CROSS SECTIONS HORIZONTAL 1"=10' VERTICAL 1"=5'
PALOMA AVENUE
CROSS SECTIONS: STA 10+00 TO STA 14+75 32AS SHOWN MAY 2026 BM 580
15+00.00 82859095 82859095 -20 -15 0 5 10 15 20 0-5-10
-7.6%
10.8% 15+25.00 82859095 82859095 -20 -15 0 5 10 15 20 0-5-10 -7.7% 1.0%
Crown, 0.00'
86.89 EP, -10.18'
86.11 EP, 9.51'
87.91 Crown, 0.00'
86.55 EP, -11.52'
85.66 EP, 9.14'
86.64 (E) SANITARY SEWER LINE (E) SANITARY SEWER LINE (E) WATER LINE (E) WATER LINE 12" FDR SECTION (SEE SHEET 8 FOR DETAIL) Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_PALOMA AVENUE.DWG Plot Date: 5/29/2026 1:54 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 of 35 PALOMA AVENUE CROSS SECTIONS HORIZONTAL 1"=10' VERTICAL 1"=5'
PAOLMA AVENUE
CROSS SECTIONS: STA 15+00 TO STA 15+25 33AS SHOWN MAY 2026 BM 581
DETAILS
--- SAWCUT EX. PAVEMENT & TACK COAT ALL VERT. EDGES HMA CONFORM 2' MIN. SEE PLANS FOR WIDTH 6" OR MATCH EXISTING; WHICHEVER IS GREATER HMA SURFACE & BASE COURSE 3" MAX. NOTE: AT SOME LOCATIONS PAVEMENT ELEVATION WILL BE LOWERED TO MEET NEW GUTTER PAN SURFACES . WHERE GRADE IS TO BE ADJUSTED, CONTRACTOR SHALL REMOVE A PORTION OF EXIST. SUBGRADE & RECOMPACT TO 95% R.C. & REPLACE 6" HOT MIX ASPHALT (HMA). REMOVE EXISTING PAVEMENT EXISTING PAVEMENT EX. C&G NEW C&G * * MATERIAL TO BE REMOVED UNDER EX. CONCRETE FACILITIES MAY VARY IN TYPE & DEPTH. * * Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_TITLESHEET.DWG Plot Date: 5/29/2026 1:54 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 34 of 35
9" R=1/2" 24"
9"
6" 3" 8" 16" NOTE CONTROL JOINTS SHALL BE @ 10' O.C. MAXIMUM. R=1/2" PCC VALLEY CURB & GUTTER DETAILNTS6" CLASS II AGGREGATE BASE COMPACTED TO 90% RELATIVE COMPACTION NTS AH 24" NOTE CONTROL JOINTS SHALL BE @ 10' O.C. MAXIMUM. MODIFIED PCC VALLEY CURB & GUTTER DETAILNTS 6" CLASS II AGGREGATE BASE COMPACTED TO 90% RELATIVE COMPACTION
8.5" R=1/2"
7"
6" 1" R=1/2" 12" 12"
2.5" 24"
582
DETAILS
--- 24" 24" 24" ** * * MATERIAL TO BE REMOVED UNDER EX. CONCRETE FACILITIES MAY VARY IN TYPE & DEPTH. * Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\250432 - 2026 PAVING PROJECT\TASK 01\DRAWINGS\250432-01_TITLESHEET.DWG Plot Date: 5/29/2026 1:54 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL
CITY OF BELMONT
2026 PAVING PROJECT 250432-01 35 of 35 NTS AH
583
OpenGov Asset Management procurement - Staff Report.docx
STAFF REPORT
Meeting Date: June 9, 2026
Agency: City of Belmont
Staff Contact: Jason Eggers, IT Manager, 650-598-4206, [email protected] Agenda Title: OpenGov Asset Management Software 3-year Agreement Agenda Action: Resolution
Recommendation
Adopt a resolution authorizing the City Manager to execute a 3-year subscription with Vertosoft for OpenGov Asset Management software, including implementation services, for an amount not to exceed $432,763.31.
Strategic Focus Area
Fiscal and Organizational Sustainability
Background
The City of Belmont Public Works Department is responsible for maintaining a variety of public assets, including sewer lines, stormwater inlets, sidewalks, roadways, streetlights, traffic signs, and more. A robust and flexible asset management software system is a vital tool to monitor and maintain these assets, including scheduling maintenance, tracking work orders, monitoring costs, and responding to service requests in a timely fashion.
In 2018, the City purchased Lucity asset management software to help manage maintenance operations, and in early 2019, Lucity was acquired by Central Square Technologies. The current cost of Lucity averages about $20,000 per year. Staff members now report the Lucity solution is no longer meeting City’s needs, due to the complexity of the system and insufficient support provided by the vendor. This situation provides an opportunity to find a new solution that will improve the way the city manages assets, maintenance operations, and capital improvement projects. Having a reliable asset management solution is also key in maintaining nationally recognized accreditations, which shows that the City is meeting highlevel management best practices.
Analysis
Demonstrations were arranged with leading asset management software vendors who focus on the public sector. These demos were attended by members of the IT, Public Works, and Parks & Facilities teams.
After the demos and follow-up discussions, staff agreed that OpenGov’s solution would best meet their needs. Their solution is being successfully used by several neighboring cities, including Burlingame, Hillsborough, San Mateo, and Menlo Park.
Staff elected not to issue an RFP because the software can be procured through a cooperative purchasing 584
OpenGov Asset Management procurement - Staff Report.docx contract. Belmont is a participating agency in the Sourcewell cooperative purchasing organization, and the software can be obtained from reseller Vertosoft via Sourcewell contract 060624-VTO.
By successfully implementing this software, the Public Works Department will be able to more accurately track its activities, move closer to proactive rather than reactive maintenance, and report data in a timely fashion, leading to better decision making. The software will also be able to integrate with other systems, such as the City’s citizen reporting platform (MyBelmont) and the regional underground dig-alert system (USA North 811).
The project has a 6-to-9-month implementation timeline, including configuration, deployment and user training. Year 1 will focus on onboarding the Public Works Department. In Year 2, the Parks & Facilities maintenance groups will be brought on board. Those teams do not currently utilize asset management software, relying instead on manual methods to manage their activities.
Moving away from the current software Lucity will save the City about $20,000 per year. The 3-year cost breakdown for OpenGov is as follows:
Year 1 Year 2 Year 3
Software Licenses $ 90,413.69 $ 126,394.93 $ 132,714.69 Implementation Services $ 80,440.00 $ - $ -
Yearly Total $ 170,853.69 $ 126,394.93 $ 132,714.69
Alternatives
1. Take no action.
2. Return to staff for further development.
Attachments
A. Resolution
B. Vertosoft Quote for OpenGov
C. OpenGov End User License Agreement
Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed:
Funding for the first year of the agreement has been
incorporated into the FY 2026-27 budget using the General Fund 101, Street Maintenance Fund 231, Sewer Collections Fund 501, Storm Drainage Fund 525, Fleet and Equipment
Management Fund 573, and Facilities Management Fund 574, as follows:
101-4-811-8610 $30,753.66
231-3-750-8351 $23,919.52
231-3-751-8351 $23,919.52
501-3-710-8351 $35,879.27
585
OpenGov Asset Management procurement - Staff Report.docx 525-3-720-8351 $17,939.64
573-1-740-8351 $17,939.64
574-4-801-8610 $20,502.44
Funding for future years will be incorporated into the annual budget development process and subject to Council approval.
Source: Purpose: Public Outreach:
Staff Discretionary Action Posting of Agenda
586
RESOLUTION NO. 2026 –
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELMONT AUTHORIZING THE CITY MANAGER TO EXECUTE A 3-YEAR SUBSCRIPTION
WITH VERTOSOFT FOR OPENGOV ASSET MANAGEMENT SOFTWARE, FOR AN AMOUNT NOT TO EXCEED $432,763.
WHEREAS, the City of Belmont Public Works Department is responsible for maintaining a variety of public assets, including sewer lines, stormwater inlets, sidewalks, roadways, streetlights, traffic signs, and more; and,
WHEREAS, a robust and flexible asset management software system is a vital tool to monitor and maintain these assets; and,
WHEREAS, it has been determined by City staff that OpenGov’s solution would best meet these needs.
NOW, THEREFORE, the City Council of the City of Belmont resolves as follows:
SECTION 1. The City Manager is authorized to negotiate and execute an agreement purchasing the OpenGov Asset Management software solution from Vertosoft for an amount not to exceed $432,763.
* * *
ADOPTED June 9, 2026 by the City of Belmont City Council by the following vote:
Ayes:
Noes:
Absent:
Abstain:
ATTEST:
City Clerk Mayor
APPROVED AS TO FORM:
City Attorney
587
OpenGov End User License Agreement
The parties to this End User License Agreement (this “Agreement”) are OpenGov, Inc., a Delaware corporation (“OpenGov”), and the party procuring OpenGov’s products and services (“Customer”) through an authorized reseller (“Reseller”). This Agreement sets forth the terms under which OpenGov will provide its products and services to Customer through the Reseller.
1. Definitions
1.1. “Customer Data” means the data that is provided by Customer to OpenGov pursuant to this Agreement (for example, by email or through Customer’s software systems of record) including any data transmitted through the Software Services.
1.2. “Documentation” means any written, electronic, or online materials produced by OpenGov, and made available to Customer in connection with the Software Services, including user guides, training materials, FAQs, and technical support content, but excluding Product Documentation.
1.3. “Intellectual Property Rights” means all past, present, and future intellectual property rights including those associated with works of authorship, copyrights, moral rights, trademarks, trade names, trade secrets, patent rights, and any other proprietary rights in intellectual property of every kind and nature.
1.4. “Order Form” means the document(s) used between the Reseller and the Customer to purchase the Software Services and Professional Services that OpenGov will provide to Customer. All such Order Form(s) are incorporated into this Agreement by reference.
1.5. “Party” (or “Parties”) refers to OpenGov and/or Customer. For the avoidance of doubt, Reseller is not a Party to this Agreement.
1.6. “Product Documentation” means the technical specifications that describe the features, functionality, configuration, and intended operation of the Software Services located at https://opengov.my.site.com/support/s/agreement-product-documentation, which is incorporated into this Agreement by reference.
1.7. "Professional Services" means the implementation, configuration, training, consulting, or other professional services provided by OpenGov or its authorized partners, and identified in the applicable Statement of Work.
1.8. "Software Services" means the commercial-off-the-shelf software products and services provided by OpenGov and identified in the applicable Order Form.
1.9. “Statement of Work” or “SOW” means the document(s) separately executed by the Parties or attached as an exhibit to this Agreement or any applicable Order Form, that specifies the Professional Services that OpenGov will provide to Customer. All such SOW(s) are incorporated into this Agreement by reference.
1.10. “Subscription Term” means the time period from the start date of the Software Services 1 OpenGov End User License Agreement Revised May 5, 2025 588
specified on the first Order Form to the last end date of the Software Services specified on any Order Form.
2. Software Services, Support, and Professional Services
2.1. Software Services.
2.1.1. Subject to the terms and conditions of this Agreement, OpenGov will use commercially reasonable efforts to provide the Software Services.
2.1.2. Support and Service Levels. Customer support is available by email to [email protected] or by using the chat messaging functionality of the Software Services. Customer may report issues any time; however, OpenGov will address issues during business hours. OpenGov will provide the applicable level of support in accordance with the Support and Software Service Levels located at https://opengov.com/service-sla, which is incorporated into this Agreement by reference.
2.2. Professional Services.
2.2.1. Subject to the terms and conditions of this Agreement, OpenGov will use commercially reasonable efforts to provide the Professional Services, if applicable.
Unless otherwise specified in the SOW, any pre-paid Professional Services must be utilized within one year from the Effective Date.
3. Restrictions and Responsibilities
3.1. Restrictions. Customer may not use the Software Services in any manner or for any purpose other than as expressly permitted by the Agreement. In addition, Customer shall not, and shall not knowingly or negligently, permit or enable any third party to: (a) use or access any of the Software Services to build a competitive product or service; (b) modify, disassemble, decompile, reverse engineer or otherwise make any derivative use of the Software Services (except to the extent applicable laws specifically prohibit such restriction); (c) sell, license, rent, lease, assign, distribute, display, host, disclose, outsource, copy or otherwise commercially exploit the Software Services; (d) perform or disclose any benchmarking or performance testing of the Software Services, including but not limited to load testing or stress testing; (e) remove any proprietary notices included with the Software Services; (f) use the Software Services in violation of applicable law; or (g) transfer any personal, sensitive, or personally identifiable information to OpenGov in a manner that violates Customer’s obligations under the Data Processing Addendum.
3.2. Responsibilities. Customer shall be responsible for obtaining and maintaining computers, third-party software systems of record, and application programming interfaces needed to connect to, access or otherwise use the Software Services.
Customer shall also be responsible for: (a) ensuring that such equipment is compatible with the Software Services, (b) maintaining the security of such equipment, user accounts, passwords and files, in accordance with industry standards, and (c) all uses of Customer user accounts by any party other than OpenGov. OpenGov is not responsible 2 OpenGov End User License Agreement Revised May 5, 2025 589
for the operation, support, or security of any third-party software, systems, or services not provided by OpenGov.
3.3. Data Processing Addendum. To the extent OpenGov processes any Customer Data that contains personal information, personally identifiable information, or sensitive personal information on behalf of Customer in the course of providing the Software Services and Professional Services under this Agreement, the Parties agree to comply with the terms of the Data Processing Addendum, located at
https://opengov.com/data-processing-addendum, which is incorporated into this Agreement by reference.
4. Intellectual Property Rights; License Grants; Access to Customer Data
4.1. OpenGov’s Intellectual Property Rights. OpenGov exclusively owns and retains all right, title, and interest to the Software Services, Professional Services, Documentation, and Product Documentation, including all Intellectual Property Rights therein. This includes, without limitation, all underlying technology, software, user interfaces, visual design elements (such as the “look and feel”), custom fonts, graphics, workflows, button icons, and any derivative works (e.g., enhancements, modifications, or corrections), including but not limited to those that are created in connection with or through the use of the Software Services, Professional Services, Documentation, or Product Documentation. Customer may not reproduce, modify, distribute, or create derivative works based on any part of the Software Services, in whole or in part, without OpenGov’s prior written consent.
4.2. License Grant to Customer. OpenGov grants Customer a non-exclusive, non-transferable, non-sublicensable, royalty-free license to use the Software Services, Documentation, and Product Documentation during the Subscription Term for its internal use and the purpose as described in this Agreement. No additional rights or licenses shall be deemed granted.
4.3. Customer’s Intellectual Property Rights. Customer retains all right, title, and interest, including all Intellectual Property Rights, in and to Customer Data. Customer grants OpenGov and its authorized partners (such as cloud hosting providers) a non-exclusive, royalty-free license to access, use, store, edit, reformat, and otherwise process Customer Data for the purpose of providing, maintaining, developing, and improving OpenGov’s products and services.
4.4. Aggregated and Anonymized Data. Customer agrees that OpenGov and its authorized partners may use aggregated and anonymized data derived from Customer Data to provide, maintain, develop, and improve OpenGov’s products and services, to provide general customer service support and improvements, and to perform data and usage analytics. Any insights, developments, or improvements arising from such aggregated, anonymized data shall be owned by OpenGov.
4.5. Access to Customer Data. Customer may download Customer Data from the Software Services at any time during the Subscription Term, excluding during routine software 3 OpenGov End User License Agreement Revised May 5, 2025 590
maintenance periods. For a period of 30 days after expiration of the Term, Customer may request that OpenGov complete a one-time transfer of Customer Data in a format customarily used in the industry at OpenGov’s then-current hourly rate.
4.6. Deletion of Customer Data. Unless otherwise requested pursuant to this Section 4.6, upon the termination of this Agreement, Customer Data shall be deleted pursuant to OpenGov’s standard data deletion and retention practices, which is to delete Customer Data 45 days after termination or expiration of the Agreement. Upon written request, Customer may request deletion of Customer Data prior to the date of termination of this Agreement, in accordance with the notice requirements set forth in Section 10.2.
4.7. Feedback. “Feedback” means any suggestions, comments, ideas, recommendations, usage, or other input provided by Customer to OpenGov regarding the services.
Customer grants OpenGov a non-exclusive, royalty-free, irrevocable, perpetual, worldwide license to use such Feedback in the Software Services, Professional Services, Documentation, and Product Documentation. OpenGov will exclusively own all right, title, and interest, including all Intellectual Property Rights, in and to any improvements, modifications, or derivative works to the Software Services, Professional Services, Documentation, and Product Documentation that are based on or derived from such Feedback.
5. Confidentiality
5.1. “Confidential Information" means all confidential business, technical, and financial information of the disclosing Party that is marked as “Confidential” or an equivalent designation or that should reasonably be understood to be confidential given the nature of the information and/or the circumstances surrounding the disclosure. OpenGov’s Confidential Information includes, without limitation, the software underlying the Software Services, Documentation, and Product Documentation.
5.2. Confidential Information does not include information that: (a) was publicly known or becomes publicly known through no breach of this Agreement by the receiving Party; (b) is required to be disclosed upon request under any applicable federal, state, or local public records laws; (c) Customer expressly directs OpenGov make publicly available; (d) was lawfully known to the receiving Party without restriction on disclosure before receipt from the disclosing Party; (e) is disclosed to the receiving Party by a third party who has the right to make such disclosure without restriction; or (f) is independently developed by the receiving Party without access to the disclosing Party’s Confidential Information.
5.3. Each Party agrees to use the other's Confidential Information only in connection with this Agreement. Each Party further agrees to protect the other Party's Confidential Information using the measures that it employs with respect to its own Confidential Information of a similar nature, but in no event with less than reasonable care. If a Party is required to disclose Confidential Information by law, subpoena, or court order, it must, to the extent legally permitted, promptly notify the other Party in writing prior to the disclosure to give the other Party an opportunity to oppose or limit the disclosure. 4 OpenGov End User License Agreement Revised May 5, 2025 591
6. Term and Termination
6.1. Subscription Term. This Agreement begins on the Effective Date and will remain in effect until the termination or expiration of all active Order Forms entered into under this Agreement (“Term”), unless earlier terminated pursuant to this Section 6.
6.2. Renewal. This Agreement will renew if Customer enters another Order Form for the Software Services and/or additional Professional Services before the end of the Subscription Term.
6.3. Termination for Cause. If either Party materially breaches this Agreement and fails to cure such breach within 30 days after receiving written notice by the non-breaching Party, the non-breaching Party may terminate this Agreement.
6.4. Termination for Non-Appropriation. If required by applicable law, Customer may terminate this Agreement if it does not appropriate funds for a future fiscal year. In order to terminate for non-appropriation, Customer must provide at least 30 days’ prior written notice, provided it is after the first full year of the Agreement. Obligations to pay fees are non-cancelable, and payments are non-refundable. This section may not be used as a substitute for termination for convenience.
6.5. Effect of Termination. Upon termination of this Agreement pursuant to Section 6: (a) Customer shall pay in full for all of the Software Services and Professional Services for the then-current annual term; (b) OpenGov shall stop providing the Software Services and the Professional Services to Customer; and (c) with the exception of Customer Data, the return and deletion of which are addressed in Section 4, each Party shall, upon request of the other Party, return or delete any of the other Party’s Confidential Information.
7. Payment of Fees
Fees for the Software Services and Professional Services are due at the beginning of each year of the Subscription Term, and Customer must timely pay all applicable fees to Reseller to avoid interruption of the Software Services or Professional Services. Fees for Professional Services are due in advance, unless indicated otherwise in the Order Form.
8. Representations and Warranties; Disclaimer
8.1. By OpenGov.
8.1.1. General Warranty. OpenGov represents and warrants that it has all right and authority necessary to enter into and perform this Agreement.
8.1.2. Professional Services Warranty. OpenGov further represents and warrants that the Professional Services, if any, will be performed in a professional and workmanlike manner in accordance with the related SOW and generally prevailing industry standards. For any breach of the Professional Services warranty, OpenGov will re-perform the applicable services. If OpenGov is unable to re-perform such work as warranted, Customer will be entitled to recover all fees paid to OpenGov for the deficient work. Customer must give written notice of any claim under this warranty 5 OpenGov End User License Agreement Revised May 5, 2025 592
to OpenGov within 90 days of the completion of the Professional Services pursuant to the applicable SOW to receive such warranty remedies.
8.1.3. Software Services Warranty. OpenGov further represents and warrants that for the Term, the Software Services will perform in all material respects in accordance with the then-current Product Documentation. The foregoing warranty does not apply to (a) any Software Services that have been used in a manner other than as set forth in this Agreement or (b) any pre-release features, functionality, or beta software services that Customer elects to use in the beta phase of development. For any breach of the Software Services warranty, OpenGov will repair or replace any nonconforming Software Services so that the affected portion of the Software Services operates as warranted. If OpenGov is unable to do so, Customer may terminate the Agreement and Reseller will be entitled to a refund of the pre-paid, unused portion of the fees from the date of the discovery of the defect. Customer must give written notice of any claim under this warranty to OpenGov within 90 days of Customer discovering the defect to receive such warranty remedies.
8.2. By Customer. Customer represents and warrants that (a) it has all right and authority necessary to enter into and perform this Agreement and (b) OpenGov’s use of Customer Data pursuant to this Agreement will not infringe, violate or misappropriate Intellectual Property Rights of any third party.
8.3. Disclaimer. OPENGOV DOES NOT WARRANT THAT THE SOFTWARE SERVICES WILL BE UNINTERRUPTED OR ERROR FREE; NOR DOES IT MAKE ANY WARRANTY AS TO THE RESULTS THAT MAY BE OBTAINED FROM USE OF THE SOFTWARE SERVICES. EXCEPT AS SET FORTH IN THIS SECTION 8, THE SOFTWARE SERVICES ARE PROVIDED “AS IS”
AND OPENGOV DISCLAIMS ALL OTHER WARRANTIES, EXPRESS OR IMPLIED,
INCLUDING, BUT NOT LIMITED TO, IMPLIED WARRANTIES OF MERCHANTABILITY, TITLE, FITNESS FOR A PARTICULAR PURPOSE, AND NON-INFRINGEMENT.
9. Limitation of Liability
9.1. By Type. NEITHER PARTY, NOR ITS SUPPLIERS, OFFICERS, AFFILIATES,
REPRESENTATIVES, CONTRACTORS OR EMPLOYEES, SHALL BE RESPONSIBLE OR
LIABLE WITH RESPECT TO ANY SUBJECT MATTER OF THIS AGREEMENT UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY, OR OTHER THEORY: (A) FOR ERROR OR
INTERRUPTION OF USE OR FOR LOSS OR INACCURACY OF DATA OR COST OF PROCUREMENT OF SUBSTITUTE GOODS OR SERVICES OR LOSS OF BUSINESS; (B) FOR
ANY INDIRECT, EXEMPLARY, PUNITIVE, INCIDENTAL, SPECIAL, OR CONSEQUENTIAL DAMAGES; OR (C) FOR ANY MATTER BEYOND A PARTY’S REASONABLE CONTROL, EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH LOSS OR DAMAGE.
9.2. By Amount. IN NO EVENT SHALL EITHER PARTY’S AGGREGATE, CUMULATIVE LIABILITY
FOR ANY CLAIMS ARISING OUT OF OR IN ANY WAY RELATED TO THIS AGREEMENT
EXCEED THE FEES PAID OR PAYABLE BY CUSTOMER TO RESELLER FOR THE SOFTWARE SERVICES UNDER THE APPLICABLE ORDER FORM IN THE 12 MONTHS PRIOR TO THE ACT THAT GAVE RISE TO THE LIABILITY.
6 OpenGov End User License Agreement Revised May 5, 2025 593
9.3. Limitation of Liability Exclusions. The limitations of liability set forth in Sections 9.1 and
9.2 above do not apply to, and each Party accepts liability to the other for: (a) claims arising out of fraud or willful misconduct by either Party; (b) either Party’s infringement of the other Party’s Intellectual Property Rights; (c) breach of obligations under Section
3.1; and (d) payment obligations under this Agreement.
9.4. No Limitation of Liability by Law. Because some jurisdictions do not allow liability or damages to be limited to the extent set forth above, some of the above limitations may not apply.
10. Miscellaneous
10.1. Logo Use. OpenGov shall have the right to use and display Customer’s logos and trade names for marketing and promotional purposes in OpenGov’s website and marketing materials, subject to Customer’s trademark usage guidelines provided to OpenGov.
10.2. Notice. Ordinary day-to-day operational communications may be conducted by email, live chat or telephone. For notices required by the Agreement the Parties must communicate more formally in a writing sent via USPS certified mail and via email.
OpenGov’s addresses for notice are: [email protected] with a mailed copy to OpenGov, Inc., 660 3rd Street, Suite 100, San Francisco, CA 94107.
10.3. Anti-corruption. Neither OpenGov nor any of its employees or agents has offered or provided any illegal or improper payment, gift, or transfer of value in connection with this Agreement. The Parties will promptly notify each other if they become aware of any violation of any applicable anti-corruption laws in connection with this Agreement.
10.4. Injunctive Relief. The Parties acknowledge that any breach of the confidentiality provisions or the unauthorized use of a Party’s intellectual property may result in serious and irreparable injury to the aggrieved Party for which damages may not adequately compensate the aggrieved Party. The Parties agree, therefore, that, in addition to any other remedy that the aggrieved Party may have, it shall be entitled to seek equitable injunctive relief without being required to post a bond or other surety or to prove either actual damages or that damages would be an inadequate remedy.
10.5. Force Majeure. Neither Party will be liable for any delay or failure to perform its obligations under this Agreement, due to any events beyond its reasonable control, including but not limited to acts of god, acts of governmental authority, war, riot, labor disputes, failures of performance by any third-party services, utilities, or equipment failures, or any other events beyond the Party’s reasonable control. Notwithstanding the foregoing, Customer shall remain obligated to perform its obligations under Section 7.
10.6. Severability; Waiver. If any provision of this Agreement is found to be unenforceable or invalid, that provision will be limited or eliminated to the minimum extent necessary so that this Agreement will otherwise remain in full force and effect and enforceable. Any express waiver or failure to exercise promptly any right under this Agreement will not create a continuing waiver or any expectation of non-enforcement.
10.7. Survival. The following sections of this Agreement shall survive termination or 7 OpenGov End User License Agreement Revised May 5, 2025 594
expiration: Section 5 (Confidentiality), Section 7 (Payment of Fees), Section 4.6 (Deletion of Customer Data), Section 8.3 (Warranty Disclaimer), Section 9 (Limitation of Liability), and Section 10 (Miscellaneous).
10.8. Assignment. There are no third-party beneficiaries to this Agreement. Neither Party may assign, or otherwise transfer this Agreement without the other Party's written consent, which consent may not be unreasonably withheld, conditioned, or delayed.
Notwithstanding the foregoing, either Party may assign, without such consent but upon written notice, its rights and obligations under this Agreement to its corporate affiliate or to any entity that acquires all or substantially all of its capital stock or its assets related to this Agreement, through purchase, merger, consolidation, or otherwise. Any other attempted assignment shall be void. This Agreement will benefit and bind permitted assigns and successors.
10.9. Independent Contractors. This Agreement does not create an agency, partnership, joint venture, or employment relationship, and neither Party has any authority to bind the other.
10.10. Governing Law and Jurisdiction. This Agreement will be governed by the laws of Customer’s jurisdiction, without regard to conflict of laws principles. The Parties submit to personal jurisdiction and venue in the courts of Customer’s jurisdiction.
10.11. Complete Agreement. OpenGov has made no other promises or representations to Customer other than those contained in this Agreement. Any additional or different terms in a purchase order or click-through agreement are expressly rejected by the Parties and are void. Any modification to this Agreement must be in writing and signed by an authorized representative of each Party. No third parties are authorized to modify this Agreement. If there is a conflict between this Agreement and any other attached or incorporated document, the terms of this Agreement will control unless expressly stated otherwise.
8 OpenGov End User License Agreement Revised May 5, 2025 595
1602 Village Market Blvd SE, Suite 320
Leesburg, VA20175 USA
Cage Code: 7QV38
UEI Number Y7D5MXRU2839
DUNS# 080431574
Federal Tax ID: 81-3911287
Business Size: Small Business
Date: 5/8/2026, 3:31 PM
Phone: 571 707-4130
Fax: 571-291-4119
Email: [email protected]
Vertosoft Contact: Carly Moore
Phone: (540) 998-8361
Email: [email protected]
Vertosoft Quote for OpenGov - City of Belmont, CA
Contract: Sourcewell: 060624-VTO
Quote #: Q-23114
Expires On: 6/30/2026
Ship To
City of Belmont, CA
Kevin Dawdy
[email protected]
Quote For:
Name:
Company: City of Belmont, CA
Email:
Phone:
PAYMENT TERMS DELIVERY METHOD PAYMENT METHOD VERTOSOFT CUST ID SUPPLIER REF Net 30 Electronic Check/ACH/Credit Card
Overall POP Start Date: 7/1/2026
Overall POP End Date: 6/30/2029
Term 1 7/1/2026 - 6/30/2027
PART # DESCRIPTION QTY UNIT PRICE EXTENDED
OG-TWCK-B100150MAR-3Y811 Integration - Between $100-150 Million - 3Y 1.00 $5,431.39 $5,431.39 OG-TWHX-B100150MAR-3YAsset Management Base Bundle - Between $100-150 Million - 3Y 1.00 $24,626.57 $24,626.57 OG-TWBB-B100150MAR-3YStormwater Domain - Between $100-150 Million - 3Y 1.00 $14,742.33 $14,742.33 OG-TWBC-B100150MAR-3YTransportation Domain - Between $100-150 Million - 3Y 1.00 $16,718.25 $16,718.25 OG-TWBD-B100150MAR-3YWalkability Domain - Between $100-150 Million - 3Y 1.00 $14,152.82 $14,152.82
596
PART # DESCRIPTION QTY UNIT PRICE EXTENDED
OG-TWAZ-B100150MAR-3YWastewater Collection - Between $100-150 Million - 3Y 1.00 $14,742.33 $14,742.33 OG-TWJQ-B100150MOT-0YEnterprise Asset Management Implementation Services Package - Standard - Between $100-150 Million - 0Y
400.00 $201.10 $80,440.00
Term 1 TOTAL: $170,853.69
Billed as incurred and not to exceed
PART # DESCRIPTION QTY UNIT PRICE EXTENDED
OG-Travel-ExpenseReimbOpenGov - designed for reimbursable travel expenditures. **Estimate expense
2,800.00 $1.00 $2,800.00
Billed as incurred and not to exceed TOTAL: $2,800.00
Term 2 7/1/2027 - 6/30/2028
PART # DESCRIPTION QTY UNIT PRICE EXTENDED
OG-TWCK-B100150MAR-3Y811 Integration - Between $100-150 Million - 3Y 1.00 $5,702.96 $5,702.96 OG-TWHX-B100150MAR-3YAsset Management Base Bundle - Between $100-150 Million - 3Y 1.00 $25,857.89 $25,857.89 OG-TWBB-B100150MAR-3YStormwater Domain - Between $100-150 Million - 3Y 1.00 $15,479.45 $15,479.45 OG-TWBC-B100150MAR-3YTransportation Domain - Between $100-150 Million - 3Y 1.00 $17,554.15 $17,554.15 OG-TWBD-B100150MAR-3YWalkability Domain - Between $100-150 Million - 3Y 1.00 $14,860.45 $14,860.45 OG-TWAZ-B100150MAR-3YWastewater Collection - Between $100-150 Million - 3Y 1.00 $15,479.45 $15,479.45 OG-TWAWB100150M-AR-3YFacilities Domain - Between $100-150 Million - 3Y 1.00 $16,718.25 $16,718.25 OG-TWAY-B100150MAR-3YParks & Recreation Domain - Between $100-150 Million - 3Y 1.00 $14,742.33 $14,742.33 Term 2 TOTAL: $126,394.93
Term 3 7/1/2028 - 6/30/2029
PART # DESCRIPTION QTY UNIT PRICE EXTENDED
OG-TWCK-B100150MAR-3Y811 Integration - Between $100-150 Million - 3Y 1.00 $5,988.11 $5,988.11 OG-TWHX-B100150MAR-3YAsset Management Base Bundle - Between $100-150 Million - 3Y 1.00 $27,150.78 $27,150.78 OG-TWBB-B100150MAR-3YStormwater Domain - Between $100-150 Million - 3Y 1.00 $16,253.43 $16,253.43
597
PART # DESCRIPTION QTY UNIT PRICE EXTENDED
OG-TWBC-B100150MAR-3YTransportation Domain - Between $100-150 Million - 3Y 1.00 $18,431.86 $18,431.86 OG-TWBD-B100150MAR-3YWalkability Domain - Between $100-150 Million - 3Y 1.00 $15,603.48 $15,603.48 OG-TWAZ-B100150MAR-3YWastewater Collection - Between $100-150 Million - 3Y 1.00 $16,253.43 $16,253.43 OG-TWAWB100150M-AR-3YFacilities Domain - Between $100-150 Million - 3Y 1.00 $17,554.15 $17,554.15 OG-TWAY-B100150MAR-3YParks & Recreation Domain - Between $100-150 Million - 3Y 1.00 $15,479.45 $15,479.45 Term 3 TOTAL: $132,714.69
Grand Total: $432,763.31
Annual invoices will be delivered by the start of each consecutive annual period. Payment of invoices shall be annually in advance. Any Professional Services shall be performed pursuant to the attached Statement of Work, if any.
Quote Terms
By purchasing the products and services described in this order form, the Customer is expressly agreeing to the End User Agreement published at https://www.vertosoft.com/terms-and-conditions-opengov Taxes: Sales tax shall be added at the time of an invoice, unless a copy of a valid tax exemption or resale certificate is provided.
Credit Card Orders: Additional fees may apply if paying by credit card.
All Purchase Orders must include: End User Name, Phone Number, Email Address, Purchase Order Number, Government Contract Number or Our Quote Number, Bill-To and Ship-To Address (Cannot ship to a PO Box), Period of Performance (if applicable), and a Signature of a duly Authorized Representative.
598
Statement of Work
City of Belmont, CA
Creation Date: 04/10/2026
SoW Expiration Date: 07/10/2026
Document Number: PS-11602.1
Created by: Brittany Worthy
PS-11602.1
1 599
Table of Contents
OpenGov Statement of Work 3
1. Project Scope and Understanding 3
2. Exhibits 3
3. OpenGov Responsibilities 3
4. Customer Responsibilities 3
5. Project Delivery 4
6. Estimated Schedule 4
7. Acceptance Procedure 4
8. Modifications 5
9. Communication and Escalation Procedure 5
Exhibit 1: Implementation Activities 6
OpenGov Implementation Methodology Overview 6
Enterprise Asset Management 6
Initiate 6
Validate 7
Configure 7
Train 9
Launch 13
Exhibit 2: Technical Requirements 14
Enterprise Asset Management Technical Requirements 14
PS-11602.1
2 600
OpenGov Statement of Work
1. Project Scope and Understanding
This Statement of Work (“SOW”) outlines the Professional Services OpenGov will provide to City of Belmont, CA (“Customer”) under the applicable Order Form.
Professional Services or technical requirements not listed in this SOW are out of scope.
2. Exhibits
The following exhibits are incorporated by reference and are part of this SOW:
2.1. Exhibit 1: Implementation Activities
2.1.1. Enterprise Asset Management (EAM)
3. OpenGov Responsibilities
OpenGov will provide a framework for planning, communication, progress tracking, and coordination for activities in Exhibit 1. In collaboration with Customer, OpenGov will develop and maintain the Project Plan. The “Project Plan” is a detailed, living document that defines how the project will be executed, including tasks, timelines, milestones, and team assignments. OpenGov will monitor progress against the Project Plan, coordinate adjustments to tasks and schedules as needed, and conduct status meetings as agreed to by the parties. OpenGov will provide weekly status reports, a Project Charter, and a RAID register (Risks, Actions, Issues, and Decisions). The “Project Charter” is a high-level document outlining the project’s purpose, goals, key stakeholders, success criteria, and major milestones.
4. Customer Responsibilities
The Customer will appoint a primary point of contact with authority to make binding decisions (“Customer’s Project Manager”). This person will coordinate internal resources, assign subject matter experts (“SMEs”), and oversee implementation.
Responsibilities include attending status meetings, making timely decisions, providing requested information, escalating issues internally, and collaborating on the Project Plan and Change Order process, if applicable.
Customer acknowledges that the success of this project is contingent on its full participation. Customer must provide data within ten (10) business days of a request, maintain consistent data formats and access throughout the project, and allocate the necessary Customer resources and time to support deliverables and meet agreed-upon timelines.
Any failure by Customer to meet its responsibilities under this SOW (each, a “Customer Delay”) will automatically suspend the affected obligations of OpenGov for the duration of the Customer Delay and for a reasonable restart period thereafter. All affected milestones, delivery dates, and service-level commitments PS-11602.1
3 601
will be extended on a day-for-day basis (or as otherwise reasonably necessary) to account for the Customer Delay, and may result in an adjustment of the fees if OpenGov incurs additional time, materials, or other costs as a result. Under no circumstances will any consequence of a Customer Delay constitute a breach by OpenGov of this SOW or of the Agreement, nor will OpenGov be liable for any failure to meet a performance obligation that is caused, in whole or in part, by a Customer Delay.
5. Project Delivery
OpenGov will perform services under this SOW remotely and provide up to one (1) onsite trip for project-related activities. Customer will provide a suitable workspace, including a conference room with attendee capacity, non-public Wi-Fi, and AV equipment. Travel expenses are estimated not to exceed $2,800. OpenGov may use a combination of OpenGov personnel and OpenGov-trained implementation partners to deliver the services described in this SOW.
6. Estimated Schedule
The estimated duration of this work is nine (9) months. The specific timeline, including order of delivery of the product(s), will be determined during the project planning activities in the Initiate Phase. Services are estimated to begin within two (2) weeks and no later than four (4) weeks from contract signature. OpenGov reserves the right to adjust the schedule based on the availability of Customer or OpenGov resources, and the timeliness of deliverables provided by the Customer.
7. Acceptance Procedure
OpenGov will submit completed deliverables to the Customer’s Project Manager for review. Within five (5) business days of receipt, the Customer’s Project Manager will either provide written acceptance or a list of requested revisions. In the event there are requested revisions, the subsequent review period for acceptance will follow the same timeline until final acceptance. If Customer does not respond within this period, the deliverable will be deemed accepted. Once a deliverable is accepted, any requested changes will require a paid Change Order.
Acceptance milestones and review timelines will be tracked in the Project Plan.
Both parties acknowledge that delays in task completion or unresolved issues may impact the project timeline. If OpenGov determines in good faith that Customer is not fulfilling its responsibilities under this SOW, OpenGov may place services on hold following a minimum of five (5) business days’ written notice. The notice will specify the actions needed to progress the project. During the hold period, OpenGov PS-11602.1
4 602
may reallocate resources without penalty and will not be responsible for resulting delays.
8. Modifications
The fees and estimated timeline are based on the scope and assumptions in this SOW. If either party determines that a change to the scope is necessary, the parties will collaborate to define the required modification, which may result in fee adjustments based on OpenGov’s standard rates. All modifications must be documented in a written Change Order and signed by both parties (“Change Order”) .
Examples of changes include revisions to the project timeline, deliverables, or resource allocation.
9. Communication and Escalation Procedure
OpenGov and Customer agree to maintain regular communication in alignment with the Project Plan to ensure progress, resolve questions promptly, and minimize risk.
Both parties will raise any issues or concerns in a timely manner. If challenges are not resolved through standard project discussions, Customer and OpenGov Project Managers will escalate to their respective executive leadership teams to jointly determine a resolution and align on a path to successful implementation.
PS-11602.1
5 603
Exhibit 1: Implementation Activities
OpenGov Implementation Methodology Overview
Every OpenGov implementation follows a five-phase hybrid methodology designed to ensure a structured and collaborative deployment. The phases are:
1. Initiate – OpenGov provisions access and performs initial system setup.
2. Validate – OpenGov works with the Customer to confirm requirements and review initial configurations.
3. Configure – OpenGov completes system configuration as outlined in this SOW.
4. Train – OpenGov provides training to system administrators and/or end users, as applicable.
5. Launch – OpenGov provides post-go-live support and transitions the Customer to OpenGov’s Customer Success Team.
Each implementation is structured around these phases. Deliverables, sign-offs, and completion criteria are aligned to the relevant phase.
Enterprise Asset Management
Use Cases Build for Enterprise Asset Management:
● Transportation
● Walkability
● Stormwater
● Wastewater Collection / Sanitary Sewer
● Fleet
Initiate
OpenGov will:
● Setup a hosted sandbox and a hosted production OpenGov Asset Management environment, if one does not already exist
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● Conduct one (1) remote session to review customer assets (see asset section below), source data, GIS capabilities, Esri authentication, and single sign on identity provider (if applicable).
OpenGov Assumptions:
● OpenGov assumes that the customer is responsible for performing quality control measures on its data in EAM.
Completion Criteria:
● The project kicked off with an initial project timeline delivered.
Validate
OpenGov will:
● Provide up to twenty (20) remote hours of validation workshops to increase our understanding of Customer business and functional goals. Through workshops and interviews, OpenGov will identify best fit scenarios for OpenGov Asset Management and provide a brief including any challenges as well as recommendations for OpenGov Asset Management best practices relevant to Customer implementation. ● Provide a template file to be utilized by Customer staff to populate resources, libraries, and users/roles data that OpenGov will import into OpenGov Enterprise Asset Management.
● Provide up to two (2) remote sessions for Customer technical GIS staff to configure Esri Feature Services for the bidirectional GIS integration and authentication.
Completion Criteria:
● Completion of validation workshop.
Configure
Configurations
OpenGov will:
● Provide configuration services, including:
o Up to ten (10) custom fields and up to two (2) custom layouts per asset type listed in the Assets section below
o Up to thirty (30) custom fields and up to ten (10) custom layouts to be utilized in any of the shared areas of the system, such as Tasks o Up to twenty (20) automations
o Up to twenty (20) preventative maintenance plans
● Provide up to five (5) sessions of configuration review workshops to ensure configurations resulting from the validation workshop effectively support all workflows and processes discussed, and to reinforce such configurations with customer stakeholders to adequately prepare to train-the-trainer training. ● Provide up to one (1) configuration options from the following list to be determined during the Validation Workshop:
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o MS4 Configuration services (See Technical Requirements). o Backflow Configuration services (See Technical Requirements). o Playground Inspection configuration service. (See Technical Requirements). o Up to two (2) custom reports. (See Technical Requirements). o Up to five (5) custom asset types.
o Standard Fuel One-way, flat file Integration Service between one (1) Fuel system and OpenGov (See Technical Requirements).
o One Standard 811 Integration service for California (See Technical Requirements).
o One Standard PCI data upload (See Technical Requirements).
OpenGov Assumptions:
● Implementation of any custom modification developed by OpenGov; your internal staff; or any third-party is not included in the scope of this project unless specifically listed above.
Data Services
OpenGov will:
● Provide one sandbox and one production data load service through standard import/export functionality. OpenGov will provide template documents for data population. Once populated by Customer staff, OpenGov will load the data into Customer sandbox or production OpenGov Asset Management environment. Data loads may include data such as:
o Parent level asset records
o Asset location (spatial x/y) attributes
o Parent level resource (Labor, Equipment Material, Vendor) records o Resource Rate (Labor, Equipment, Material) records
o Standard system libraries
● Provide up to one (1) data conversion for one source system’s data related to: assets, work history, total cost history, attachments, up to 250k records, and up to 25 asset types.
o For the custom data conversion service(s) listed above, OpenGov will provide:
▪ A review of the historical data along with recommendations for OpenGov Asset Management best fit.
▪ A field map workshop, which will identify where and how historical data will appear within OpenGov Asset Management
▪ A test conversion service to facilitate data conversion validation and testing
▪ One revision of the field map used for the test conversion service ▪ A production conversion service utilizing the final, approved field map
o All data must be accessible to OpenGov from a SQL DB, SQL View, Access DB or Comma Delimited Files.
o Exclusions:
▪ Child records and associated child-level attributes, condition inspection history, request history, and resources.
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OpenGov Assumptions:
● OpenGov assumes that the customer is responsible for performing quality control measures on its data in EAM.
● Data conversion services from other software system(s) or sources (including Navigator databases) are not included in the scope of this project unless specifically listed above.
Assets
OpenGov will:
● Provide installation of the following asset types:
o Transportation (8)
▪ Bridge; Light Fixture; Pavement; Sign; Guardrail; Marking; Pavement Area; Support
o Walkability (7)
▪ ADA Ramp; Pavement Area: Sign; Tree; Light Fixture; Sidewalk; Support
o Stormwater (9)
▪ Storm Basin; Storm Channel; Storm Culvert; Storm Facility; Storm Inlet; Storm Manhole; Storm Outlet; Storm Pipe; Storm Pump o Wastewater Collection / Sanitary Sewer (7)
▪ Sewer Cleanout; Sewer Facility; Sewer Force Main; Sewer Lateral; Sewer Main; Sewer Manhole; Sewer Pump
o Fleet (1)
▪ Fleet
Completion Criteria:
● Customer sign-off on ability to login and access to the sandbox.
Train
Foundational Training
● Provide remote train-the-trainer training, up to two (2) hours, on overall system navigation and functionality to help familiarize Customer staff with the software environment and its common functions. Training topics include:
o Dashboards
o Standard KPI/ROI Gadgets
o Logins/Permission
o Layers
o Filters
o Maps
o Grids
o System Navigation
o Views (List & Detail)
o Standard Reports
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o Attachments
o Requests, Work, Assets, Resources, Reports, and Administrator Tabs OpenGov assumptions:
● OpenGov assumes that the customer is responsible for testing its workflows, automations, integrations, and configurations within the EAM and will update the configurations as part of its testing and training activities.
Train the Trainer Training Event
● Provide one three-day (3-day) onsite"train-the-trainer" training event. The training agenda will be defined and agreed upon by both OpenGov and Customer project manager. To avoid redundancy, and to utilize service time efficiently, training may cover a subset of the assets listed in the Asset section of the scope. Topics may include any of the following:
o Request Management:
▪ Requests
▪ Requesters
▪ Task Creation from Requests
▪ Issue library (including settings such as Applies to Asset and Non-Location)
▪ OpenGov recommended best practices for Request and Requester Management
o Work Management:
▪ Create Task(s) (Asset/Non-Asset)
▪ Assignments (Add, Edit, Remove)
▪ Task Menu Actions
▪ Related Work Items
▪ Create Work Order
▪ Associate Task to Work Order
▪ Repeat Work Orders
▪ Work Order Menu Actions
▪ Enter Resources
▪ Timesheets
▪ Activity library (including settings such as Applies to Asset, Inspection, Key Dates, Cost, and Productivity)
▪ OpenGov recommended best practices for Work Management o Asset Management:
▪ Asset Details
▪ Preventative Maintenance Plans
▪ Inspections
▪ Linked assets (if applicable)
▪ Container/Component Relationships (if applicable)
▪ OpenGov recommended best practices for Asset Management o Resource Management:
▪ Resource Details
▪ Labor/Equipment Rates
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▪ Material Management (Stock, Usage, Adjustments)
▪ Vendor Price Quotes
▪ OpenGov recommended best practices for Resource Management o OpenGov Mobile:
▪ Overall system functionality (Navigation, Interface, Maps, Attachments, Sorting)
▪ Work Management
● Create and Update Tasks (Asset/Non-Asset)
● Assign Tasks
● Enter Resources
● Inspections
▪ Asset Management
● Create and Update Assets
▪ Request Management
● View and Update Requests
● View Requester information
● Create Task from Request
▪ OpenGov recommended best practices for mobile device use o Fleet Management:
▪ Preventative Maintenance
▪ Task Management
▪ Vehicle Replacement Ratings (VRR) Equipment Detail information ▪ Fleet Reports
▪ OpenGov recommended best practices for Fleet Management o Administrator:
▪ Administrator:
● User Administration, Role Administration, Asset Administration, Record Filter Administration, Import/Export, Scheduled Process Log, Error Log
▪ Settings:
● System Settings, Map Administration, Geocode Settings, GIS Integration settings, Asset Color Manager
▪ Manager:
● Layout Manager, Library Manager, Preventative Maintenance, Asset Condition Manager, Notification Manager, Structure Manager, Automation Manager
Core Training:
● Provide remote train-the-trainer training, up to two (2) sessions on OpenGov Asset Builder. Training topics include:
o OpenGov Asset Management Administrator
▪ Structure Manager
▪ Library Manager
▪ Layout Manager
▪ User/Role Configurations
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o OpenGov recommended best practices for expanding the system’s use and/or building assets
● Provide Preventative Maintenance Plans remote train-the-trainer training, up to two (2) sessions. Training topics include:
o Preventative Maintenance
o OpenGov recommended best practices for proactive asset management ● Provide Advanced Inspections, Asset Condition Manager, and Asset Risk remote train-the-trainer training, up to three (3) sessions. Training topics include:
o Performance Management
▪ Prediction Groups
▪ Minimum Condition Groups
▪ Activities and Impacts
▪ Criticality Factor
▪ Install/Replaced Dates
o Business Risk Exposure
▪ Risk
▪ Consequence of Failure
▪ Probability of Failure
o OpenGov recommended best practices for Asset Risk Functionality , advanced inspections and condition management
● Provide Scenario Builder remote train-the-trainer training, up to two (2) sessions.
Training topics include:
o Scenario Builder
▪ Settings:
● Prediction Groups
● Minimum Condition Groups
● Activities and Impacts
● Criticality Factor
● Install/Replaced Dates
▪ Scenarios:
● Planned Work
● Map Control
● Work Order Creation
● Scenario Types
● Plan Years and Budgets
● Protocols
● Data Exports
▪ OpenGov recommended best practices for scenario builder ● Provide Internal Request remote train-the-trainer training, up to two (2) sessions.
Training topics include:
o Internal Requests
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▪ Users
▪ Views
▪ Issue Library settings and management
o OpenGov recommended best practices for advanced request management ● Provide Advanced Material Management and Material Planning remote train-the-trainer training, up to four (4) sessions. Training topics include:
● Material Locations
● Material Transfers
● Material Orders
● Settings:
o Vendor Price Quotes
o Re-order points
● Material Planning
o Status Default
o Workflow Setup
o Notifications
● OpenGov recommended best practices for advanced material management and Material Planning.
Completion Criteria
● Core Training and train-the-trainer has been conducted.
Launch
OpenGov will:
● Provide remote, up to eight (8) hours of Hyperadopt to answer any questions following solution acceptance.
Completion Criteria:
● Hyperadopt have been conducted.
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Exhibit 2: Technical Requirements
Enterprise Asset Management Technical Requirements
MS4 Configuration:
● Provide configuration services related to MS4 workflows, including:
o Up to forty (40) custom fields and up to two (2) custom layouts to be utilized for MS4 inspections
o Up to two (2) automations
o Up to five (5) reports to be defined during validation workshop Backflow Configuration:
● Provide up to four (4) sessions for use in the definition, development and configuration of a backflow testing methodology. This methodology will enable assigning and managing testing Tasks, using reports to create constituent communication, and automating the creation of recurring Tasks.
o The services may include:
▪ Workflow consultation
▪ System configuration, including:
● Automations
● Preventative maintenance plans
● Structure and layouts
● Filters and layers
▪ Training
o Configure and provide five (5) custom report(s) as it pertains to backflow letters. ▪ Customer will be responsible for providing sample reports or mockups to assist OpenGov staff in report validation tasks.
▪ Report configuration will be performed utilizing standard software functionality.
▪ Reports requiring script or other non-standard elements are not included in the scope of this project.
Playground Inspection Configuration:
● OpenGov will provide the following additional configuration services for use in playground-related workflows:
o Up to thirty (30) custom fields and up to two (2) custom layouts o Up to two (2) automations
o Up to one (1) custom reports
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Custom Report Configuration:
● Configure and provide two (2) custom report(s).
o Customer will be responsible for providing sample reports or mockups to assist OpenGov staff in report validation tasks.
o Report configuration will be performed utilizing standard software functionality. o Reports requiring script or other non-standard elements are not included in the scope of this project.
Standard Fuel Integration:
● Provide a uni-directional (one-way) flat file integration service between one fuel system and OpenGov. The integration includes:
o Up to 12 fields in the same OpenGov recordset (IE: Equipment table and Equipment’s Fuel Log table)
o A sync using a unique ID
▪ If ID exists; information will be updated
▪ If ID does not exist; OpenGov will create a record or produce an error message
o A customer-configurable runtime interval for the sync o Assumptions
▪ The integration will include up to 12 fields (in the same OpenGov recordset) ▪ Customer staff will be responsible for populating required values utilized to support integration.
▪ All data must be accessible to the OpenGov service from a flat file (.csv or .txt)
▪ Customer will be responsible for configuring automated exports from fuel system
▪ OpenGov will install an agent (software executable) on the customer's server where the export resides to upload data to OpenGov.
▪ Customers server must have access to the internet
811 Integration:
● OpenGov will provide a bi-directional integration service between 811 and OpenGov. The integration includes the following:
○ 811 Tickets (formatted as XML).
○ Tasks are created in OpenGov from 811 Ticket Data.
○ This integration only adds Task records. Records are never updated.
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○ When Tasks are completed in OMS the Positive Response will be updated in your 811 system
○ Integration Fields
■ Ticket Number - OpenGov 811 Ticket
■ Station Code - OpenGov 811 Member
■ Printable Text Information - OpenGov 811 Details
■ All values contained the XML ticket file will be:
■ Aggregated into printable text information and stored in 811 Details ■ Stored in HTML format version and attached to the record in OMS ■ OpenGov 811 Response Code - Positive Response
■ OpenGov 811 Response Comment (If required by state) - Positive Response Comment
■ 811 Response Status (Positive Response) - OpenGov 811 Response Status ■ 811 Response Results (Positive Response) - OpenGov 811 Response Results ■ OpenGov Fields set by Integration by default
■ Task ID: <ticket>-<revision>-<station code>-<year>
■ Asset Type: Non-Asset
■ Activity: Utility Locates
■ Department: 811
■ Shape: Polygon if available, otherwise centroid.
■ Populate Address information that is available from the ticket ■ OpenGov Attachments
■ Original Ticket
■ Printable text as HTML
■ GIF image if available
○ Errors are handled as such:
■ Any files with errors are skipped. The error files are set to Other. ■ Errors can be reported via email using the standard ‘If an automation fails send a notification’ automation template within OMS.
■ All files not designated as 811 tickets are skipped but will not produce an error.
■ Duplicate records cause an error
● For all API integrations, Customer is responsible for:
○ paying fees associated with purchasing the external system ○ providing OpenGov with access to the API and/or access to technical staff from that vendor.
○ access to a test instance of the third party API including a URL, authentication credentials, and relevant documentation.
○ Any changes to scope resulting from a change in the third-party vendor’s API documentation provided scoping.
Standard PCI data upload:
● Provide the following data services to load customer’s pavement data into OpenGov Enterprise Asset Management:
○ OpenGov will provide a template file to third-party vendors, so processed data can be delivered to OpenGov in the required format.
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○ OpenGov will provide a review, not to exceed two (2) hours, of Enterprise Asset Management data requirements to customer and third-party vendor staff. ○ OpenGov will provide a field map review, not to exceed two (2) hours, to identify the Enterprise Asset Management destination fields for up to 10 additional data attributes which may have been collected.
○ A test conversion service to facilitate data conversion validation and testing ○ One revision of the source data used for the test conversion service ○ A production conversion service utilizing the final, approved source data Assumptions, Requirements, and Considerations
● This scope of work is isolated to data load activities and does not include any manipulation of collected data.
● Data must be provided to OpenGov staff in Esri shapefile or .csv formats ○ If Pavement spatial data is not provided, and does not currently exist in the customer Enterprise Asset Management database, OpenGov will load Pavement condition data without impacting the existing spatial implementation. ○ Prior to collection efforts, third-party vendors must ensure collected data can be linked to a OpenGov Pavement ID.
● OpenGov Enterprise Asset Management calculates PCI values based on the ASTM-6433-11 – Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys standard.
Data collection firms are required to provide Distress, Severity, and Extent values as specified by the aforementioned standard.
The following data attributes are either required (*) or highly recommended to support robust pavement management functionality in OpenGov.
PAVEMENT INVENTORY TABLE
NAME DATA TYPE DESCRIPTION
* OpenGov ID Text
Unique identifier for OpenGov Pavement
(section) record.
Note: This ID will be used to link all associated
roadway section related tables
* Pavement
Length
Quantity
(Number
w/ Unit)
Length of the Pavement section
Note – Quantity fields require two data cells per
row: 1 Number value and 1 Unit of Measure (m,
km, mi, yd)
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* Pavement
Width
Quantity
(Number
w/ Unit)
Width of the Pavement section
Note – Quantity fields require two data cells per
row: 1 Number value and 1 Unit of Measure (m,
km, mi, yd)
* Pavement
Classification
Text
(Lookup)
Pavement Classification value for
OpenGov Pavement record. Default
values: Asphalt, Brick and Block,
Concrete, Earth, and Gravel
* Function
Classification
Text
(Lookup)
Functional Classification value for
OpenGov Pavement record. Default
values: Rural Arterial, Rural Collector,
Rural Local, Urban Arterial, Urban
Collector, and Urban Local
Street Text
(Lookup)
Street name for OpenGov Pavement
record
Street Ahead Text
(Lookup)
(Intersecting) Street Ahead name for
OpenGov Pavement record
Street Back Text
(Lookup)
(Intersecting) Street Back name for
OpenGov Pavement record
Construction
Date
Date Construction date helps establish a
baseline for each asset. This baseline is
crucial when managing condition and
deterioration of high cost, high impact
assets.
● Pavement attributes must include Length and Width values ● Pavement Classifications should be limited to the following:
○ Gravel
○ Brick and Block
○ Concrete
○ Asphalt
○ Earth
● Functional Classifications should be limited to the following:
○ Rural Arterial
○ Rural Collector
○ Rural Local
○ Urban Arterial
○ Urban Collector
○ Urban Local
PAVEMENT INSPECTION TABLE
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NAME DATA TYPE DESCRIPTION
* OpenGov ID Text
Unique identifier for OpenGov Pavement
(section) record.
Note: This ID will be used to link all associated
roadway section related tables
* Inspection ID Text Unique identifier for inspections
* Inspection Date Date Inspection date
Average IRI Quantity with
Unit
If applicable, a pre-calculated
Average IRI value must be provided.
Additionally, an Average IRI value
should be converted and provided in
a 0 to 100 scale for use in OpenGov’s
Overall Condition Index (OCI)
calculation.
PAVEMENT DETAILED DISTRESS TABLE**
NAME DATA TYPE DESCRIPTION
* OpenGov ID Text
Unique identifier for OpenGov Pavement
(section) record.
Note: This ID will be used to link all
associated roadway section related tables
* Inspection ID Text Unique identifier for Inspection
records
* Sample ID Text Unique identifier for Sample Areas
Sample To Integer Identify the end of the Sample Area
Sample From Integer Identify the beginning of the
Sample Area
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Sample Width Quantity with
Unit
Identify the Width of the Sample if
the Sample Width differs from the
Pavement Width
* Distress Text (Lookup) Values must match distresses
specified in the ASTM-6433-11
standard.
* Severity Text (Lookup) Low, Moderate, High
* Extent Number Must be represented as a
percentage number value
Note: Distress data should be collected in accordance with ASTM D-6433-11 standards, including extent and severity.
● Distress Severities must be limited to the following:
○ Low
○ Moderate
○ High
● Standard distresses:
○ Asphalt Longitudinal Cracking and Asphalt Transverse Cracking should be combined into a single distress.
○ PCC Faulting Right and PCC Faulting Left should be combined into a single distress. ○ PCC Longitudinal Cracking and PCC Transverse Cracking should be combined into a single distress.
○ Asphalt Raveling & Weathering should be separated into Asphalt Raveling and Asphalt Weathering – Surface Wear.
● ASTM-6433-11 requires unique “Distress + Severity” combinations per Sample area.
PAVEMENT CONDITION CATEGORY TABLE
NAME DATA TYPE DESCRIPTION
* OpenGov ID Text
Unique identifier for OpenGov Pavement
(section) record.
Note: This ID will be used to link all
associated roadway section related tables
* Inspection ID Text Unique identifier for Inspection
records
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Condition Category Text (Lookup) A value that generally reflects a high-level condition using a 0 to
100 scale index. For example,
OpenGov Enterprise Asset
Management recognizes PCI as a
Condition Category. IRI values
provided in a converted 0 to 100
scale can be loaded as a Ride
Condition Category thereby
impacting the Overall Condition
Index (OCI) value in
Index Integer A value, on a 0 to 100 scale, which
reflects the condition of the
corresponding Condition
Category
Customer will:
● Provide PCI data in the OpenGov format within two (2) weeks of project kick-off.
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Procurement of Legal Services from Best Best & Krieger - Staff Report (1)
STAFF REPORT
Meeting Date: June 9, 2026
Agency: City of Belmont
Staff Contact: Scott Rennie, City Attorney
Agenda Title: Procurement of Legal Services from Best Best & Krieger Agenda Action: Resolution
Recommendation
Adopt a resolution authorizing the City Attorney to procure legal services from Best Best & Krieger.
Strategic Focus Area
Fiscal and Organizational Sustainability
Background
From time to time, the City requires specialized legal services to address complex municipal law matters.
These services often involve highly technical areas of law, including local government operations, labor and employment, public finance, elections, environmental regulation, land use, and litigation, and require the expertise of attorneys with specialized knowledge and experience in these fields.
Analysis
Staff requests that the City Council authorize the procurement of specialized legal services from Best Best & Krieger on an as-needed basis, subject to the rates set forth in Attachment 1 to the proposed resolution and the availability of appropriated funds. Funding sources for these services will vary depending on the nature of the matter and may include budgeted appropriations for litigation or other applicable departmental and project-specific funding sources. Authorization is limited to available appropriations within the adopted budget. For each assignment, the scope of services and applicable rates will be negotiated based on the specific needs of the matter and will remain within the rate ranges identified in Attachment 1..
Alternatives
1. Deny the requested authority.
2. Continue the item for further discussion.
Attachments
A. Resolution
Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed: Funds for legal services have been budgeted for in FY 2026-27 budget in the General Fund and Liability Insurance Fund. 620
Procurement of Legal Services from Best Best & Krieger - Staff Report (1) Authorization for procurement of legal services is limited to the amount of available funds appropriated within the budget for litigation, or in the case of advice, the particular subject matter.
Source: Purpose: Public Outreach:
Staff Discretionary Action Posting of Agenda
621
RESOLUTION NO. 2026 –
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELMONT
AUTHORIZING PROCUREMENT OF LEGAL SERVICES FROM BEST BEST &
KRIEGER
WHEREAS, from time to time the City has need of legal services related to municipal law issues, and in particular related to local government, labor and employment, finance, elections, environment, and litigation that are highly technical and require the services of legal practitioners with particular expertise; and,
WHEREAS, the law firm of Best Best & Krieger has expertise in these fields; and, WHEREAS, the authorization granted herein for procurement of legal services is limited to the amount of available funds appropriated within a fiscal year budget for that purpose.
NOW, THEREFORE, the City Council of the City of Belmont resolves as follows:
SECTION 1. The City Attorney is authorized to retain the law firm of Best Best & Krieger to provide legal services at the rates set forth in Attachment 1 plus expenses as negotiated. This authorization is limited to the amount of available funds appropriated within a fiscal year budget for that purpose.
* * *
ADOPTED June 9, 2026 by the City of Belmont City Council by the following vote:
Ayes:
Noes:
Absent:
Abstain:
622
ATTEST:
City Clerk Mayor
APPROVED AS TO FORM:
City Attorney
623
Attachment 1
Resolution No. 2026-______
Billing Rates for Best Best & Krieger
The Consultant will provide legal services as more particularly described in individual Task Orders to be issued by the City in accordance with the terms of the Agreement. The Authorized Representatives of the Consultant and the City for each task will be identified on each Task Order.
The Consultant’s team of attorneys authorized to perform legal services under this Agreement, and the corresponding hourly billing rate for each, are within the following ranges:
Personnel Fee Range
Partners / Of Counsel $355 - $695 per hour
Associates $295 - $415 per hour
Paralegals / Law Clerks / Analysts $220 - $285 per hour Pension Consultants / Government Affairs $300 - $550 per hour The Consultant may revise the billing ranges above set not earlier than July 1, 2027 and not more than once per fiscal year (July 1 to June 30) thereafter, by providing at least 30 days prior written notice to the City.
Billing shall be provided in increments not greater than 1/10th of an hour. 624
Consent to Potential Conflict of Interest – Goldfarb and Lipman, LLP - Staff Report
STAFF REPORT
Meeting Date: June 9, 2026
Agency: City of Belmont
Staff Contact: Scott Rennie, City Attorney
Agenda Title: Consents to Potential Conflict of Interest and Common Interest Agreement Agenda Action: Resolution
Recommendation
Adopt a resolution authorizing the City Attorney to execute:
(1) A consent agreeing to the representation by Goldfarb & Lipman LLP of the City of Belmont related to the Island Parkway development project notwithstanding a potential conflict of interest. (2) A consent agreeing to the representation by Jarvis Fay LLP of the City of Redwood City related to the Island Parkway development project notwithstanding a potential conflict of interest. (3) A comment interest agreement between Belmont and Redwood City related to the Island Parkway development project.
Strategic Focus Area
Economic Development and Housing
Background
The cities of Belmont and Redwood City have recently received applications for a housing project on properties formerly owned by Oracle and later by Bio-Med Reality in the Island Parkway area, as shown below. Both cities utilize the services of the law firms of Goldfarb & Lipman and Jarvis Fay on-going basis.
Goldfarb and Lipman Consent
Goldfarb & Lipman specializes in affordable
housing and community development related
matters. A core focus of the firm is the
representation of public entities. Belmont has
relied upon Goldfarb’s able representation on
a number of housing, economic development
and real property disposition matters,
including adoption of the Housing Element,
580 Masonic project litigation, and
entitlements for the 1301 Shoreway Project,
the ROEM Project and the Firehouse Square
Project. Belmont desires to utilize Goldfarb’s services in connection with the Island Parkway Project. 625
Consent to Potential Conflict of Interest – Goldfarb and Lipman, LLP - Staff Report Redwood City is also a client of Goldfarb and receives advice from Goldfarb in connection with various public and private developments in Redwood City. Goldfarb will not represent Redwood City in relation to the Island Parkway Project.
Goldfarb has not at this time identified a current conflict of interest created by representing Belmont on the Island Parkway Project. Even so, because of the potential for a conflict of interest to arise if Goldfarb were to represent Belmont on a matter affecting Redwood City, the Rules of Professional Responsibly require Goldfarb to obtain the informed consent of both Redwood City and Belmont. Redwood has already provided its consent for Goldfarb to representation Belmont in relation to the Project.
Jarvis Fay Consent
Jarvis Fay specializes in municipal law, including local government finance, public contracts, and land use and environmental law matters. Jarvis Fay provides services to many public agencies, including both Redwood City and Belmont. Jarvis Fay currently provides on-going legal assistance to Redwood City on many land use matters. Jarvis Fay seeks consent from Belmont to represent Redwood City in relation to the Island Parkway Project.
Jarvis Fay has represented Belmont in public works litigation and taxation matters, and provides on-call assistance on the administration of the city’s business license tax. Jarvis Fay will not represent Belmont in relation to the Island Parkway Project, but will continue to represent Belmont on other matters.
Comment Interest Agreement
Staff of Redwood City and Belmont anticipate that the cities will coordinate their review of the project application and may wish to share otherwise privileged attorney client communications and attorney work product as part of the coordination. The two cities anticipate preparing a common interest agreement to enable them to share privileged information without losing the information’s confidentiality.
Analysis
Goldfarb & Lipman Consent
Goldfarb has prepared a letter describing Goldfarb’s potential conflict of interest (attached to this staff report) and concluding that Goldfarb believes it can competently represent Belmont in this matter and Redwood City in unrelated matters. The City Attorney has reviewed the letter, and potential consequences of the representation, and recommends that the City Council agree to the representation by authorizing the City Attorney to execute the consent attached to the letter.
Jarvis Fay Consent
Jarvis Fay has prepared a letter describing Jarvis Fay’s potential conflict of interest (attached to this staff report) and concluding that Jarvis Fay believes it can competently represent Redwood City in this matter and Belmont in unrelated matters. The City Attorney has reviewed the letter, and potential consequences of the representation, and recommends that the City Council agree to the representation by authorizing the City Attorney to execute the consent attached to the letter. 626
Consent to Potential Conflict of Interest – Goldfarb and Lipman, LLP - Staff Report Common Interest Agreement
Sharing privileged attorney communications or work product with third parties may waive the confidentially afforded by law unless the parties can demonstrate a mutual intent to maintain confidentiality. A written common interest agreement serves as concrete evidence of the parties’ mutual intent to maintain confidentiality. The City Attorney recommends that Belmont enter into a written common interest agreement with Redwood City in order to maintain the confidentiality of shared privileged information related to the Project.
Alternatives
1. Decline to agree
Attachments
A. Consent Potential Conflict of Interest (Goldfarb) – City of Belmont and City of Redwood City B. Consent Potential Conflict of Interest (Jarvis Fay) – City of Belmont and City of Redwood City C. Resolution
Fiscal Impact
☒ No Fiscal Impact
There is no direct fiscal impact to the consents to potential conflict of interest and to the common interest agreement.
Contracted legal representations are incorporated into the budgets and approved by Council as appropriate.
☐ Funding Source Confirmed:
Source: Purpose: Public Outreach:
Staff Discretionary Action Posting of Agenda
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RESOLUTION NO. 2026 –
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELMONT
AUTHORIZING THE CITY ATTORNEY TO EXECUTE CONSENTS TO
REPRESENTATION BY GOLDFARB & LIPMAN LLP OF THE CITY OF BELMONT
AND JARVIS FAY LLP OF CITY OF REDWOOD CITY RELATED TO THE ISLAND
PARKWAY PROJECT NOTWITHSTANDING POTENTIAL CONFLICT OF
INTEREST AND AUTHORIZES THE CITY ATTORNEY TO EXECUTE A COMMON INTEREST AGREEMENT BETWEEN BELMONT AND REDWOOD CITY.
WHEREAS, the cities of Belmont and Redwood City have recently received applications for a housing project on properties formerly owned by Oracle in the Island Parkway area, and both cities utilize the services of the law firms of Goldfarb & Lipman and Jarvis Fay on-going basis; and,
WHEREAS, Belmont desires to utilize Goldfarb’s services in connection with the Island Parkway Project, and Goldfarb will not represent Redwood City in relation to the Island Parkway Project; and,
WHEREAS, Redwood City desires to utilize Jarvis Fay’s services in connection with the Island Parkway Project, and Jarvis Fay will not represent Belmont in relation to the Island Parkway Project; and,
WHEREAS, Goldfarb has prepared a letter describing Goldfarb’s potential conflict of interest and concluding that Goldfarb believes it can competently represent Belmont’s interests, and the City Attorney has reviewed the letter, and potential consequences of the representation, and recommends that the City Council consent to the representation notwithstanding the potential conflict of interest; and, WHEREAS, Jarvis Fay has prepared a letter describing Jarvis Fay’s potential conflict of interest and concluding that Jarvis Fay believes it can competently represent Belmont’s interests, and the City Attorney has reviewed the letter, and potential consequences of the representation, and recommends that the City Council consent to the representation notwithstanding the potential conflict of interest; and, WHEREAS, Redwood City and Belmont anticipate that the cities will coordinate their review of the project application and may wish to share otherwise privileged attorney client communications and attorney work product as part of the coordination; and, WHEREAS, sharing privileged attorney communications or work product with third parties may waive the confidentially afforded by law unless the parties can demonstrate a mutual intent to maintain confidentiality.
NOW, THEREFORE, the City Council of the City of Belmont resolves as follows:
SECTION 1. The City Attorney is authorized to execute a consent to the City’s representation by Goldfarb and Lipman in relation to the Island Parkway Project notwithstanding 628
possible conflict of interest.
SECTION 2. The City Attorney is authorized to execute a consent to the City’s representation by Jarvis Fay in relation to the Island Parkway Project notwithstanding possible conflict of interest.
SECTION 3. The City Attorney is authorized to negotiate and execute a common interest agreement between the City of Belmont and the City of Redwood City that maintains the confidentiality of shared privileged information related to the Island Parkway Project. * * *
ADOPTED [Click to enter a date.] by the City of Belmont City Council by the following vote:
Ayes:
Noes:
Absent:
Abstain:
ATTEST:
City Clerk Mayor
APPROVED AS TO FORM:
City Attorney
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April 24, 2026
via email
Scott Rennie, City Attorney
City of Belmont
1 Twin Pines Lane
Belmont, CA 94002
[email protected]
Veronica Ramirez, City Attorney
City of Redwood City
1017 Middlefield Road
Redwood City, CA 94063
[email protected]
Re: Consents to Potential Conflict of Interest – City of Belmont and City of Redwood City
Dear Mr. Rennie and Ms. Ramirez:
We write this letter to request the consents of Redwood City of Belmont ("Belmont") and Redwood City of Redwood City ("Redwood City") (collectively, the "Parties") to Goldfarb & Lipman LLP's ("Goldfarb & Lipman") representation of Belmont in connection with the review of the Island Parkway development project proposed on adjacent sites located in Belmont and Redwood City (the "Project"). Our representation of Belmont for purposes of this waiver is limited to advice regarding administrative procedures related to the Project and does not include representation regarding litigation related to the Project.
The specific purpose of this letter is to advise you of a potential conflict of interest of Goldfarb & Lipman to represent Belmont in connection with the Project due to the existing relationship that Goldfarb & Lipman has with the Parties, as described below.
To undertake this representation, we are required to (1) disclose in writing our relationships with each of you, and (2) obtain the informed written consent of each of you to such potential conflict of interest, as described in this letter. We believe that we will be able to provide competent and diligent representation to Belmont in this matter and to Redwood City in unrelated matters.
I. Existing Relationships
Redwood City is an existing client of Goldfarb & Lipman. We have and continue to represent Redwood City in connection with providing land use and real estate advice to Redwood City regarding various public and private developments. We will not represent Redwood City in connection with the Project.
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City of Redwood City
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Belmont is also an existing client of Goldfarb & Lipman. We have and continue to represent Belmont in connection with providing land use and real estate advice to Belmont regarding various public and private developments. We will represent Belmont regarding the Project.
II. Potential Conflict of Interest.
While we are unaware of any current conflict of interest created by the relationships described in Section I above in relation to the Project, as attorneys, we are governed by specific rules relating to our representation of clients when potential conflicts of interest exist. We must disclose certain information and obtain the informed written consents of each of you to represent Belmont in connection with the Project, as described in this letter, in accordance with Rules 1.1, 1.4, 1.6, 1.7, 1.8.2., 1.9 and 1.10 of the Rules of Professional Conduct of the State Bar of California (the "CRPC").
Our representation of Belmont in connection with the Project could potentially create a conflict of interest for Goldfarb & Lipman related to, among other matters, information that we have regarding Redwood City that could be relevant to the Project, but due to our duty of confidentiality and loyalty, we would be unable to disclose such information to Belmont. At this time, we do not believe that there is an actual conflict of interest for Goldfarb & Lipman, in that our past and future work for Redwood City was and is unrelated to the Project, and we believe that we can competently represent Belmont in relation to the Project and still maintain our independent judgment and duty of loyalty to each of you in unrelated matters. In addition, we do not believe that we have obtained any confidential information from Redwood City which is material to our proposed representation of Belmont regarding the Project.
However, if an actual conflict should arise related to the Project in which: (i) the interest of Redwood City is now adverse to the interest of Belmont, or the interest of Belmont is now adverse to the interest of Redwood City, that would affect our independent judgment and our duty of loyalty to each of you in the unrelated matters; (ii) the issue of dispute in Project is substantially related to the same issue in which we represent Redwood City or Belmont in other matters; or (iii) we have obtained any confidential information from Redwood City that is material to our representation of Belmont, or any confidential information from Belmont that is material to our representation of Redwood City, we would need to determine if we could continue to represent Belmont in relation to the Project. In reaching our decision, we would first need to determine if we could competently continue such representation, notwithstanding the adversity, and after such determination, we would further need to obtain the informed written consent of each of you.
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III. Informed Written Consent.
You should thoroughly review and consider the matters discussed in this letter and consider seeking independent counsel before providing your consent. If, after such review, each of you consents to Goldfarb & Lipman representing Belmont in the manner outlined above, please sign and return the attached consent form (i) acknowledging that you have been advised of Goldfarb & Lipman's past and proposed relationships with each of you; (ii) acknowledging that you have been advised to Rules
1.1, 1.4, 1.6, 1.7, 1.8.2., 1.9 and 1.10 and the potential conflict of interest associated with our representation of Belmont regarding the Project; and (iii) that you nevertheless consent to our representation of Belmont in connection with the Project.
If you have any questions regarding this letter or our representation of each of you, please call us before signing and returning the enclosed copy of this letter.
Sincerely,
Barbara E. Kautz
Attorney Representing Belmont
Karen M. Tiedemann
Attorney Representing Redwood City
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CONSENT
Goldfarb & Lipman has explained to each of you: (i) Goldfarb & Lipman's past and proposed relationships with each of you, and (ii) CRPC Rules 1.1, 1.4, 1.6, 1.7, 1.8.2., 1.9 and 1.10 and the potential conflict of interest in relation to Goldfarb & Lipman's proposed representation of Belmont regarding the Project and the possible consequences of this conflict. Each of the undersigned nevertheless gives approval to Goldfarb & Lipman to represent Belmont regarding the Project as described in this letter.
We understand that we have the right to seek independent counsel before signing this consent or at any future time.
Dated: _______________ CITY OF BELMONT, a municipal corporation By: __________________________________
Scott Rennie, City Attorney
Dated: ________________ CITY OF REDWOOD CITY, a municipal corporation
By: __________________________________
Veronica Ramirez, City Attorney
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June 4, 2026
Scott Rennie
City Attorney
1 Twin Pines Lane
Belmont, CA 94002
Dear Scott,
Ben Fay of our firm (“Firm”) has been advising the City of Belmont (“Belmont”) on taxation and revenue matters for several years. Our firm has been asked by the City of Redwood City (“RWC”) to provide advice to RWC related to an approximately 400-unit residential project located on parcels in both RWC (64 townhomes) and Belmont (336 remaining units in various configurations; collectively, the “Island Parkway Project”).
The Island Parkway Project is not in any way related to our firm’s advice and counsel to Belmont on taxation and revenue matters. Further, there is currently no adversity between Belmont and RWC with respect to the Island Parkway Project. However, because the interests of Belmont and Redwood City may diverge, it is possible that Belmont and RWC may become adverse with regarding the Island Parkway Project if the parties have different goals and objectives with respect to that Project.
Because the interests of Belmont and RWC may be adverse in the Island Parkway Project, our concurrent representation of Belmont and of RWC creates a potential conflict of interest for our Firm.
California Rule of Professional Conduct 1.7 permits our Firm to represent one client adverse to another client in the same or a separate matter if we (i) explain the relevant circumstances and the material risks, including any actual and reasonably foreseeable adverse consequences, of our proposed representation, and (ii) obtain each client's informed written consent. Accordingly, we are writing to disclose this circumstance to Belmont and to ask for the Belmont’s consent to our representation of RWC for purposes of processing the Island Parkway Project and waiver of the potential conflict of interest arising from our concurrent representation of Belmont in connection with the Island Parkway Project. We are asking for RWC’s consent to this potential conflict through a similar conflict waiver.
At this time, we do not believe our representation of RWC with respect to the Island Parkway Project will compromise our ability to represent Belmont competently and diligently in any taxation or revenue matter, or our ability to maintain our duty of loyalty and confidentiality to 634
To: Scott Rennie
Re: Conflict Waiver
Date: June 4, 2026
Page: 2
Belmont. Please be assured, however, that if we did not believe we could competently represent Belmont or RWC in their respective matters, we would not be seeking this consent.
This letter confirms that we have fully disclosed to you the circumstances giving rise to the potential conflict of interest and the material risks, including any actual or reasonably foreseeable adverse consequences of our representation of Belmont in various taxation and revenue matters and our concurrent representation of RWC in the Island Parkway Project.
Finally, a material change in circumstances in the future may require us to make additional disclosures and obtain additional informed written consent. If additional facts come to our attention or further developments affect our analysis, we will be in contact with you to discuss them.
Consent
If Belmont agrees that the Firm may undertake the concurrent representations described above, and that Belmont consents to, and waives the potential conflict of interest disclosed above and arising out of, the Firm’s representation of RWC in the Island Parkway Project, please indicate Belmont’s informed consent and waiver by executing and returning the below waiver.
Best,
Christie Crowl
CONFLICT WAIVER
The City of Belmont hereby consents to and waives any conflict of interest in Jarvis Fay LLP's concurrent representation of Belmont and the City of Redwood City, as described above.
CITY OF BELMONT:
______________________________
Scott Rennie, City Attorney
Date: _____________________________
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Public Hearing - Under Proposition 218 to Consider Protests to Proposed Increases to Sewer Service Charges Effective Fiscal Years 2026- 27, 2027-28, and 2028-29 - Staff Report.docx
STAFF REPORT
Meeting Date: June 9, 2026
Agency: City of Belmont
Staff Contact: Edric Kwan, Public Works, 650-595-7459, [email protected] Agenda Title: Proposed Increases to Sewer Service Charges Effective Fiscal Years 2026-27, 2027- 28, and 2028-29
Agenda Action: Resolution
Recommendation
Hold a Public Hearing and, 1) If protest is not made by the owners of a majority of separate parcels of property, adopt a resolution (Attachment A) increasing the City’s sewer charges effective fiscal years 2026-27, 2027-28, and 2028-29; and, 2) If protest is made by the owners of a majority of separate parcels of property, the City should stop further proceedings of the rate proposal and direct staff to prepare an annual report of City sewer service charges based on current sewer service rates.
Strategic Focus Area
Fiscal and Organizational Sustainability
Background
The City’s sewer rate revenues are used to fully fund the operation, maintenance, and capital improvement debt service obligations of Belmont’s wastewater collection system, as well as the City’s proportionate share of wastewater treatment costs at the Silicon Valley Clean Water (SVCW) treatment facility. Sewer rates are established in accordance with State Water Resources Control Board guidelines to ensure adequate revenues are generated to operate and maintain the system, meet all Sewer Fund obligations, and allocate costs equitably among customer classes based on their respective use of the wastewater system.
Analysis
On April 14, 2026, the City Council received the 2026 Comprehensive Sewer Rate Study (Attachment B) prepared by HDR Engineering, Inc. (HDR), which analyzed the cost basis and proportionality of the sewer rates for the current year plus a five-year projected period. The analysis indicated that the deficiency of revenues before any sewer rate adjustments is approximately $514,000 over the next three fiscal years, beginning in FY 2028-29, and increasing to approximately $1.6 million by FY 2030-31.
HDR originally recommended rate adjustments of 0.0% in FY 2026-27, 0.0% in FY 2027-28, and 3.0% in FY 2028-29. Following City Council discussion, the City Council directed staff to revise the proposed rate adjustments to 1.0% annually in FY 2026-27, FY 2027-28, and FY 2028-29 in order to distribute the increases evenly over the three-year period. The calculations reflect the City Council’s direction on April 14, 2026, and meets the following key prudent financial metric criteria:
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Public Hearing - Under Proposition 218 to Consider Protests to Proposed Increases to Sewer Service Charges Effective Fiscal Years 2026- 27, 2027-28, and 2028-29 - Staff Report.docx
• Meeting Debt Service Coverage Ratios – During prior rate studies this was a key driver in the results of the proposed rate adjustments. The proposed rate adjustments in this study allow the City to maintain a strong debt service coverage ratio.
• Adequate Renewal and Replacement Funding – The need to maintain the system is key to minimizing future deferred capital needs. This study continues annual renewal and replacement funding at prudent levels over the five-year planning period. • Maintaining Prudent Reserve Fund Levels – The study maintains reserve fund ending balances at City policy and typical industry levels. Given that the City receives semi-annual payments for services, sufficient reserves are necessary to fund operations between payments.
Rate adjustments needed to meet the revenue deficiency are 1.0% annually in FY 2026-27, FY 2027-28, and FY 2028-29, as shown in Table 1 below. The table summarizes revenue requirements compared to anticipated expenses for the sewer utility.
Table 1 – Summary of Sewer Utility Revenue Requirements For this three-year rate period, the proposed rates reflect the removal of the current 10% Drought Regulation Adjustment (DRA), effectively resetting it to 0%. The City implemented the DRA in 2016 to adjust for revenue shortfalls resulting from water conservation impacts on the related fixed costs of the system and revenues received by the City through the consumption component of the sewer rate. The DRA factor will be reviewed again during the next rate study period and adjusted if necessary.
At present rates, a typical residential customer with an average winter water usage of 8 hundred cubic feet (HCF) has a monthly sewer bill of approximately $146.43 (8 HCF × 1.10 = 8.80 HCF). Under the proposed rates, with the DRA reset to 0%, the same customer would have a monthly sewer bill of approximately $147.81 in FY 2026-27. For illustrative purposes, Table 2 below shows how the present and proposed FY 2025-26 FY 2026-27 FY 2027-28 FY 2028-29 FY 2029-30 FY 2030-31 Revenues
Rate Revenues $16,983 $17,153 $17,325 $17,498 $17,673 $17,850 Other Revenues 309 1,231 1,134 961 969 984
Total Revenues $17,293 $18,384 $18,459 $18,459 $18,642 $18,834 Expenses
Collection O&M Expenses $4,556 $4,744 $4,936 $5,123 $5,302 $5,489 Treatment O&M Expenses 3,220 3,562 3,704 3,852 4,006 4,167 Repair and Replacement
Funding 6,500 6,575 6,625 6,675 6,725 6,775
I/I Capital Funding 350 450 450 450 450 450
Total Debt Service 2,498 2,501 2,501 2,497 2,496 2,499
Change in Working Capital +/- 169 552 239 377 728 1,098 Total Expenses $17,293 $18,384 $18,455 $18,974 $19,708 $20,478 Balance/(Deficiency) $0 $0 $3 ($514) ($1,066) ($1,644)
Cumulative as % of Rates 0.0% 0.0% 0.0% 2.9% 6.0% 9.2%
Proposed Rate Adjustment 0.0% 1.0% 1.0% 1.0% 3.0% 3.0%
Summary of Sewer Utility Revenue Requirements ($000s)
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Public Hearing - Under Proposition 218 to Consider Protests to Proposed Increases to Sewer Service Charges Effective Fiscal Years 2026- 27, 2027-28, and 2028-29 - Staff Report.docx
monthly sewer rates will change for a typical residential customer assuming an average of eight hundred cubic feet (HCF), with the DRA reset to 0%.
Table 2 – Monthly Change to Sewer Bill
Table 3 below provides a comparison of present rates, proposed rates, and forecasted rates for FY 2026- 27, FY 2027-28, and FY 2028-29.
Table 3 – Present Rates, Proposed Rates, and Forecasted Rates Note: Present Drought Regulation Adjustment (DRA) is Hundred Cubic Feet (HCF) X 1.10 X $/HCF Proposed DRA is reset to 0% for proposed and forecasted rates (HCF X 1.0) Proposed Proposed Proposed Forecasted Forecasted
FY 2026-27 FY 2027-28 FY 2028-29 FY 2029-30 FY 2030-31
Proposed Revenue Adustment 1.0% 1.0% 1.0% 3.0% 3.0%
Present Average Monthly Bill [1] 146.43
After Proposed Rate Adj. [2] 147.81 149.29 150.77 155.32 159.93 Monthly Bill Difference 1.38 1.48 1.48 4.55 4.61
Cumulative Bill Difference 1.38 2.86 4.34 8.89 13.50
% Change to Avg. Monthly Bill 0.9% 1.0% 1.0% 3.0% 3.0%
[1] - Current average bill includes the 10% DRA and 8 HCF monthly consumption [2] - Proposed average bill includes the 0% DRA and 8 HCF monthly consumption Present
Rates FY 2026-27 FY 2027-28 FY 2028-29 FY 2029-30 FY 2030-31
COLLECTION
Low Strength
Base Charge $465.80 $470.46 $475.16 $479.91 $494.31 $509.14 Flow Charge ($/HCF) 6.63 7.36 7.43 7.50 7.73 7.96
High Strength
Base Charge $465.80 $470.46 $475.16 $479.91 $494.31 $509.14 Flow Charge ($/HCF) 12.88 14.30 14.44 14.58 15.02 15.47
TREATMENT
Low Strength
Base Charge $244.81 $247.26 $249.73 $252.23 $259.80 $267.59 Flow Charge ($/HCF) 3.28 3.64 3.68 3.72 3.83 3.94
High Strength
Base Charge $244.81 $247.26 $249.73 $252.23 $259.80 $267.59 Flow Charge ($/HCF) 6.38 7.08 7.15 7.22 7.44 7.66
COMBINED
Low Strength
Base Charge $710.61 $717.72 $724.89 $732.14 $754.11 $776.73 Flow Charge ($/HCF) 9.91 11.00 11.11 11.22 11.56 11.90
High Strength
Base Charge $710.61 $717.72 $724.89 $732.14 $754.11 $776.73 Flow Charge ($/HCF) 19.26 21.38 21.59 21.80 22.46 23.13 Present and Proposed Sewer Rates
Proposed Rates Forecasted Rates
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