California CSLB Asphalt and Bituminous Paving Contractor D-22 / C-61 Attorney Fee Petition Mechanics: Tyler Odyssey Civil Complaint Date as Primary Welch Anchor, CSLB License Check (D-22 / C-61) as Secondary Anchor (THE ONLY D-22 Asphalt and Bituminous Paving Page in This Series — DISTINCT FROM C-12 Earthwork and Paving and C-32 Parking and Highway Improvement — ONLY Page With ASTM D3515 Hot-Mixed Hot-Laid Bituminous Paving Mixtures Advisory [THE ONLY PAGE in the Fee-Petition-Mechanics Series With an ASTM D3515 Advisory — PURE KETCHUM] and CAPA Technical Guidelines for Parking Lot Seal Coat Advisory; Encroachment Permit Streets and Highways Code § 670 as Second Institutional Anchor; Alligator Pavement Seal Coat Base Failure $145,000 Reconstruction / ADA Crosswalk No Anti-Skid Aggregate Pedestrian Slip-Fall Personal Injury / Cold-Patch Pothole Ravel Vehicle Suspension Damage Three-Track Harm; Bus. & Prof. Code § 7031(b) Disgorgement), CLRA § 1780 Mandatory Attorney Fees

Statutory Framework: Bus. & Prof. Code § 7028, D-22 / C-61 Asphalt and Bituminous Paving, ASTM D3515 Advisory, CAPA Technical Guidelines Advisory, Encroachment Permit Advisory, § 7031(b) Disgorgement, and CLRA § 1780 Mandatory Attorney Fees

California Business and Professions Code § 7028 prohibits unlicensed contracting. The CSLB D-22 (Asphalt and Bituminous Paving) limited specialty designation under C-61 authorizes: seal coat application to existing private parking lots using coal tar emulsion or asphalt emulsion seal coat products; crack filling using hot-pour rubberized crack sealant or cold-applied emulsion crack filler; pothole patching and surface repair using cold-mix or hot-mix asphalt; parking lot striping using traffic latex paint or thermoplastic striping; and minor surface treatment including fog seal and rejuvenator application. D-22 does not cover: design or installation of new asphalt pavement including subgrade preparation, aggregate base course installation, and new-construction asphalt paving (requires C-12 Earthwork and Paving); work within or adjacent to public right-of-way on public roads or parking structures (requires C-32 Parking and Highway Improvement or a Streets and Highways Code § 670 encroachment permit from the relevant public agency); design of drainage or grading for parking lots (requires C-12); or any pavement structural engineering requiring licensed civil engineering review. D-22 is distinct from C-12 because C-12 covers the full new-construction specialty and D-22 covers only existing pavement maintenance; and distinct from C-32 because C-32 covers public infrastructure and D-22 covers private parking lot maintenance.

ASTM D3515 Standard Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures (published by ASTM International) is a private technical standard — NOT a California statute, NOT California administrative code, NOT a federal regulation creating mandatory civil attorney fees. ASTM D3515 specifies aggregate gradation by sieve size for standard dense-graded hot-mix asphalt mixes: Type C (1-inch nominal maximum aggregate size for base course), Type D (3/4-inch for intermediate course), Type E (1/2-inch for surface course in residential and light commercial applications), and Type F (3/8-inch for fine surface course in pedestrian areas and parking lots); binder content by aggregate weight — typically 5.0–7.5% asphalt cement content for Type D and E mixes; VMA (voids in mineral aggregate) minimum 13% for Type D mix to ensure adequate binder film thickness for durability; Marshall stability minimum 750 lbs for base course and 1,200 lbs for surface course at 140°F test temperature; flow 8–16 (0.01-inch units) indicating proper mix flexibility under load; air voids in the compacted mix design 3–5% for optimum performance; field compaction minimum 95% of Marshall laboratory density; maximum RAP (reclaimed asphalt pavement) content 15% for surface course applications to maintain fresh binder content for surface durability and skid resistance. PURE KETCHUM: ASTM D3515 is a private ASTM International standard — it creates no private civil right of action and no mandatory attorney fee-shifting mechanism for persons harmed by unlicensed California D-22/C-61 asphalt paving contractors.

CAPA Technical Guidelines for Parking Lot Seal Coat Application and Maintenance (published by the California Asphalt Pavement Association) is a private California trade association publication — NOT a California statute, NOT California administrative code, NOT a federal regulation. CAPA Technical Guidelines specify: pre-seal-coat structural repair requirement — seal coat must NOT be applied over alligatored pavement (interconnected crack pattern resembling alligator hide, indicating base course failure) or raveled pavement without prior structural repair of the underlying base course failure; crack filling required before seal coat application using Grade SS-1h emulsion sealant for cracks narrower than 3/8 inch and hot-pour rubberized sealant for cracks 3/8 inch to 3/4 inch; minimum pavement surface temperature 50°F and rising at time of application — application at lower temperatures results in improper curing and premature failure; traffic exclusion minimum 24 hours after application (48 hours for high-tire-wear areas such as drive-through lanes and dumpster enclosures); anti-skid aggregate requirement — silica sand Number 20 mesh must be broadcast into fresh seal coat at 3–5 lbs per 100 sq ft in pedestrian areas including building entrances and exits, handicapped stalls and accessible routes, fire lanes, and high-pedestrian-traffic areas — the anti-skid aggregate prevents the seal coat surface from becoming a slip hazard when wet. PURE KETCHUM: CAPA Technical Guidelines is a private California Asphalt Pavement Association trade association publication — it creates no private civil right of action and no mandatory attorney fee-shifting mechanism; violations generating personal injury or property damage are recoverable as CLRA actual damages when the contractor is unlicensed.

Three Unique Distinctions in the Fee-Petition-Mechanics Series

• THE ONLY PAGE IN THE FEE-PETITION-MECHANICS SERIES with ASTM D3515 HOT-MIXED HOT-LAID BITUMINOUS PAVING MIXTURES ADVISORY — private ASTM International standard; aggregate gradation Type C 1-inch Type D 3/4-inch Type E 1/2-inch Type F 3/8-inch; binder content 5.0–7.5% for Type D and E; VMA minimum 13% for Type D; Marshall stability minimum 750 lbs base course 1,200 lbs surface course; flow 8–16 (0.01-in); air voids 3–5%; compaction minimum 95% Marshall density; maximum RAP 15% for surface course; PURE KETCHUM — ASTM D3515 is a private ASTM International standard, not a California statute, not California administrative code, creating no private civil right of action and no mandatory attorney fee-shifting mechanism; cold-mix asphalt failure in high-traffic surface course applications is recoverable as CLRA actual damages when the D-22 contractor is unlicensed: the ASTM D3515 advisory generates pre-complaint research hours: (a) confirming CSLB C-61/D-22 license status at contractors.ca.gov; (b) documenting whether cold-mix or hot-mix asphalt was used in the surface course patch — obtaining delivery tickets, product data sheets, and any mix design records; (c) retaining a pavement engineering expert to collect pavement core samples from the patch area and submit to a laboratory for Marshall stability testing per ASTM D1559; (d) documenting the failure mode — photographing ravel (aggregate particle loss), shoving, or deformation under vehicle load; (e) calculating the cost differential between proper hot-mix asphalt repair and the cold-mix repair that failed, plus the cost of corrective work.
• THE ONLY PAGE IN THE FEE-PETITION-MECHANICS SERIES with CAPA TECHNICAL GUIDELINES FOR PARKING LOT SEAL COAT APPLICATION AND MAINTENANCE ADVISORY — private California Asphalt Pavement Association trade association publication; seal coat must NOT be applied over alligatored pavement without prior structural base repair; crack filling required before seal coat (SS-1h emulsion for cracks under 3/8-inch; hot-pour rubberized for 3/8–3/4-inch cracks); minimum pavement surface temperature 50°F rising; traffic exclusion minimum 24 hours (48 hours high-tire-wear areas); anti-skid aggregate silica sand Number 20 mesh at 3–5 lbs per 100 sq ft required in pedestrian areas building entrances handicapped stalls fire lanes; PURE KETCHUM — CAPA Technical Guidelines is a private California Asphalt Pavement Association trade association publication, not a California statute, not California administrative code, creating no private civil right of action; seal coat applied over alligatored pavement without base repair and anti-skid aggregate omission causing personal injury are recoverable as CLRA actual damages; DISTINCT FROM ASTM D3515 advisory [ASTM D3515 specifies hot-mix asphalt mix design for new surface courses and patches; CAPA Technical Guidelines specify maintenance procedures, pre-application conditions, and safety requirements for seal coat operations]: the CAPA Technical Guidelines advisory generates independent documentation: (a) visually assessing the pavement for alligator cracking prior to seal coat application by reviewing pre-work photographs or consulting the property owner; (b) confirming the pavement condition record at the time the unlicensed contractor assessed the work scope — expert pavement engineer assesses whether alligator cracking was present and observable at pre-work conditions; (c) inspecting the seal coat surface for anti-skid aggregate by visual examination and tactile test — a seal coat without anti-skid aggregate has a smooth, shiny appearance when fresh and a slick low-friction surface when wet; (d) documenting the pedestrian areas covered without anti-skid aggregate — measuring the accessible route, crosswalk, building entrance, and handicapped stall areas lacking anti-skid aggregate; (e) retaining a slip and fall expert to assess the coefficient of friction of the seal coat surface under wet conditions.
• THE ONLY page with ALLIGATOR PAVEMENT SEAL COAT OVER FAILED BASE WITHOUT PRIOR REPAIR BASE FAILURE ACCELERATED POTHOLES $145,000 RECONSTRUCTION / ADA CROSSWALK SEAL COAT NO ANTI-SKID AGGREGATE WET SURFACE PEDESTRIAN SLIP-FALL FRACTURED WRIST HIP CONTUSION PERSONAL INJURY / COLD-PATCH $4,800 POTHOLE REPAIR COLD-MIX RAVEL WITHIN 45 DAYS VEHICLE SUSPENSION DAMAGE $4,800 three-track harm — DISTINCT FROM C-12 Earthwork and Paving and DISTINCT FROM C-32 Parking and Highway Improvement [D-22 covers limited specialty private parking lot maintenance only]: Track 1 — UNLICENSED D-22 CONTRACTOR APPLIES COAL TAR EMULSION SEAL COAT OVER COMMERCIAL PARKING LOT WITH MODERATE ALLIGATORING WITHOUT PRIOR CRACK FILLING OR BASE REPAIR → SEAL COAT BRIDGES ALLIGATOR CRACK PATTERN WITHOUT ADDRESSING FAILED BASE COURSE → SUBSEQUENT RAINFALL INFILTRATES THROUGH SEALED CRACKS → WATER SATURATES ALREADY FAILED BASE COURSE → BASE FAILURE ACCELERATED FROM 3-YEAR PROJECTED TIMELINE TO 8-MONTH ACTUAL TIMELINE → ALLIGATORING PROGRESSES TO POTHOLES → COMPLETE PARKING LOT RECONSTRUCTION REQUIRED → $145,000 RECONSTRUCTION REPLACING WHAT A $12,000 PREVENTIVE MAINTENANCE SEAL COAT WAS CONTRACTED TO PROTECT: alligator cracking indicates base course fatigue failure — the aggregate base beneath the asphalt surface has lost its load-bearing capacity, typically due to repeated loading above its design capacity, subgrade moisture infiltration, or age-related structural fatigue; a properly licensed D-22 contractor who encounters alligator cracking must either (a) refuse to apply seal coat and recommend structural repair to a C-12 contractor, or (b) perform spot base repair (mill and fill) before applying seal coat; applying seal coat over alligator cracking without base repair does not solve the structural problem — it temporarily conceals the visible cracking while water infiltrates through the sealed cracks during the next rain event and further saturates and weakens the failed base course; the CAPA Technical Guidelines prohibition on seal coat over alligatored pavement exists precisely because seal coat over a failing base accelerates failure rather than extending pavement life; the $145,000 reconstruction cost represents the full cost of the work the seal coat was intended to defer — recoverable as CLRA actual damages from the unlicensed D-22 contractor; Track 2 — UNLICENSED D-22 CONTRACTOR STRIPE-PAINTS SHOPPING CENTER PARKING LOT ENTRANCE CROSSWALK AND ADA ACCESSIBLE AISLE USING TRAFFIC LATEX PAINT WITHOUT ANTI-SKID AGGREGATE AT HIGH-PEDESTRIAN ZONE → PEDESTRIAN SLIPS ON WET SURFACE DURING WINTER RAIN → PERSONAL INJURY FRACTURED WRIST AND HIP CONTUSION → CLRA § 1780 MANDATORY ATTORNEY FEE CLAIM + PREMISES LIABILITY EXPOSURE FOR PROPERTY OWNER: CAPA Technical Guidelines require anti-skid aggregate (silica sand Number 20 mesh at 3–5 lbs per 100 sq ft) be broadcast into fresh seal coat in all pedestrian areas — including building entrances, accessible routes, crosswalks, and handicapped stalls; without anti-skid aggregate the seal coat surface under wet conditions has a very low coefficient of dynamic friction (typically 0.2–0.3, well below the ADA-recommended 0.60 for wet pedestrian surfaces); a property owner who hires an unlicensed D-22 contractor to resurface and stripe a parking lot accessible route is exposed to personal injury premises liability for the resulting slip-and-fall; the CLRA § 1780 mandatory attorney fees run against the unlicensed contractor; Track 3 — UNLICENSED D-22 CONTRACTOR COLD-PATCHES $4,800 PARKING LOT POTHOLE REPAIR USING COLD-MIX ASPHALT IN HIGH-TRAFFIC RETAIL CENTER DRIVE LANE → ASTM D3515 SURFACE COURSE REQUIRES HOT-MIX FOR SUSTAINED VEHICLE LOADING (MARSHALL STABILITY 1,200 LBS) → COLD-MIX ASPHALT LACKS REQUIRED MARSHALL STABILITY FOR CONTINUOUS VEHICLE LOAD → PATCHES RAVEL AND DETACH WITHIN 45 DAYS → ORIGINAL POTHOLE RECURS → VEHICLE STRIKES BROKEN COLD-MIX CHUNK → VEHICLE SUSPENSION DAMAGE $4,800 CLAIM AGAINST PROPERTY OWNER: cold-mix asphalt is manufactured using an emulsion or cutback asphalt binder that remains workable at ambient temperatures — it is intended for temporary repairs and emergency patching in low-traffic areas; for sustained vehicle loading in retail drive lanes receiving continuous traffic from heavy SUVs, delivery trucks, and shopping center service vehicles, hot-mix asphalt is required because only hot-mix achieves the Marshall stability and field compaction density required to resist the horizontal shear forces from turning vehicles and the vertical compressive forces from sustained wheel loads; cold-mix patches in high-traffic drive lanes typically experience shoving (lateral displacement) within days and raveling (surface aggregate loss) within weeks as vehicles pull aggregate from the partially cured emulsion surface; when the ravel detritus causes vehicle suspension or tire damage, the property owner faces a vehicle damage claim.

PURE KETCHUM for Bus. & Prof. Code § 7028 D-22 / C-61 Asphalt and Bituminous Paving violations: ASTM D3515 is a private ASTM International standard — no private civil right of action, no mandatory attorney fee-shifting; CAPA Technical Guidelines is a private California Asphalt Pavement Association trade association publication — PURE KETCHUM; encroachment permit is California administrative — administrative enforcement; CLRA § 1780 mandatory attorney fee entitlement is pure Ketchum; Ketchum v. Moses 24 Cal.4th 1122 (2001); PLCM Group Inc. v. Drexler 22 Cal.4th 1084 (2000); Hensley v. Eckerhart 461 U.S. 424 (1983); Missouri v. Jenkins 491 U.S. 274 (1989) fees-on-fees.

Primary Welch Anchor: Tyler Odyssey Civil Complaint Filing Date

The Tyler Odyssey civil complaint filing date is the primary Welch temporal anchor for D-22 asphalt paving matters. The attorney files after confirming CSLB C-61/D-22 license status, reviewing any encroachment permit records, conducting pavement condition assessment and documenting pre-seal-coat alligator cracking evidence, inspecting the seal coat surface for anti-skid aggregate presence in pedestrian areas, collecting pavement core samples for Marshall stability testing, retaining a pavement engineering expert, and serving the CLRA § 1782 demand. The CSLB D-22/C-61 License Check date is the secondary Welch anchor. Ketchum v. Moses 24 Cal.4th 1122 (2001); PLCM Group Inc. v. Drexler 22 Cal.4th 1084 (2000).

Secondary Anchor: CSLB License Check (D-22 / C-61 Asphalt and Bituminous Paving) — THE ONLY D-22 Specialty Anchor in the Fee-Petition-Mechanics Series

The CSLB License Check must confirm the C-61/D-22 Asphalt and Bituminous Paving limited specialty designation — distinct from C-12 (full specialty covering earthwork, grading, and new-construction asphalt paving) and distinct from C-32 (Parking and Highway Improvement for public infrastructure). Three scenarios generate § 7028 liability: (a) no CSLB license at all; (b) expired, suspended, or revoked C-61/D-22 license; (c) a general landscaping or property maintenance company that performs parking lot seal coating and patching without holding the D-22 limited specialty. This page is THE ONLY D-22 Asphalt and Bituminous Paving specialty anchor in the fee-petition-mechanics series — distinct from C-12 and C-32.

Billing Gap 1 — CSLB D-22/C-61 License Check, Encroachment Permit Review, ASTM D3515 Mix Design Documentation, CAPA Technical Guidelines Pre-Application Inspection, and § 1782 Demand (5.25 hrs/yr = $1,575–$2,625)

The first billing gap covers pre-complaint advisory for D-22 asphalt paving matters.

• Searching CSLB License Check for C-61/D-22 designation and establishing the secondary Welch anchor: confirming D-22 limited specialty presence or absence; evaluating C-12 and C-32 distinctions; confirming license status, bond, and workers compensation insurance.
• Reviewing encroachment permit records — second institutional anchor: confirming whether the work required a Streets and Highways Code § 670 encroachment permit for any work within or adjacent to the public right-of-way; obtaining the City Public Works permit for parking lots draining to public storm drain systems; reviewing any permit conditions related to anti-skid and drainage requirements.
• Documenting ASTM D3515 mix design compliance: obtaining delivery tickets and product data sheets for asphalt materials used; confirming whether hot-mix or cold-mix asphalt was used in surface course applications; retaining a pavement engineer to collect core samples and perform Marshall stability testing.
• Conducting CAPA Technical Guidelines pre-application condition assessment: reviewing any available pre-work photographs or property condition records for evidence of alligator cracking present before seal coat application; inspecting current pavement for base failure patterns; testing seal coat surface friction with a drag meter or portable friction tester in pedestrian areas.
• Serving CLRA § 1782 demand incorporating ASTM D3515 and CAPA Technical Guidelines advisory analysis: demand specifies D-22 unlicensed contracting, identifies three harm tracks, demands disgorgement under § 7031(b), and specifies CLRA § 1780 mandatory attorney fees.

Billing Gap 2 — Active Litigation: Pavement Engineer, Slip-Fall Expert, Vehicle Appraiser, and Three-Track Damage Quantification (4.00 hrs/yr = $1,200–$2,000)

The second billing gap covers expert coordination across the three D-22 harm tracks.

• Retaining a licensed civil engineer or pavement engineering expert for Track 1 alligator pavement base failure acceleration: expert conducts pavement condition index (PCI) assessment of the parking lot; documents the pre-seal-coat pavement condition through existing records and the post-seal-coat base failure progression; calculates the differential between projected natural base failure timeline and actual post-seal-coat failure timeline; provides cost opinion on $145,000 reconstruction as the measure of damages from accelerated base failure.
• Retaining a slip and fall expert for Track 2 ADA crosswalk personal injury: expert measures wet coefficient of friction of the seal coat surface in the accident area; confirms CAPA Technical Guidelines anti-skid aggregate requirement; documents the absence of anti-skid aggregate through visual and tactile inspection; provides causation opinion on the relationship between the smooth wet seal coat surface and the slip-and-fall event; quantifies personal injury damages including fracture treatment, physical therapy, and lost wages.
• Retaining an automotive appraiser and pavement engineer for Track 3 cold-patch vehicle suspension damage: pavement engineer documents cold-mix asphalt failure mode (raveling and shoving) and confirms ASTM D3515 surface course hot-mix requirement; automotive appraiser quantifies vehicle suspension component replacement cost from documented impact with ravel detritus; calculates the cost differential between proper hot-mix repair and failed cold-mix repair.
• Settlement valuation incorporating all three harm tracks and CLRA § 1780 mandatory attorney fees: D-22 three-track settlement demand integrates pavement reconstruction costs, personal injury damages, and vehicle suspension repair costs with CLRA mandatory attorney fees.

Billing Gap 3 — CLRA § 1780 Fee Petition, Pure Ketchum Multiplier, Lodestar Documentation, and Missouri v. Jenkins Fees-on-Fees (4.00 hrs/yr = $1,200–$2,000)

The third billing gap covers fee recovery preparation across all three D-22 harm tracks.

• Documenting the CLRA § 1780 lodestar from the CSLB D-22/C-61 License Check date: encroachment permit retrieval; ASTM D3515 mix design documentation; pavement core sample Marshall stability test results; CAPA Technical Guidelines pre-application condition assessment; slip-fall expert coefficient of friction measurements; pavement engineer PCI assessment and reconstruction cost opinion — all fee-petition-eligible.
• Briefing the pure Ketchum multiplier: novelty/difficulty — ASTM D3515 Marshall stability analysis (laboratory versus field density comparison; RAP content binder dilution effects; cold-mix versus hot-mix stability mechanisms); CAPA Technical Guidelines alligator crack progression analysis (base course moisture infiltration modeling; PCI deterioration rate with versus without seal coat over failed base; lifecycle cost comparison); ADA accessible route wet friction analysis (ASTM E303 British pendulum number measurement; CAPA anti-skid aggregate broadcast rate effectiveness analysis); Ketchum v. Moses 24 Cal.4th 1122 (2001); PLCM Group Inc. v. Drexler 22 Cal.4th 1084 (2000).
• Missouri v. Jenkins fees-on-fees for the fee petition: Missouri v. Jenkins 491 U.S. 274 (1989); Hensley v. Eckerhart 461 U.S. 424 (1983).

Total Annual Billing Gap — Three-Gap Summary

• Gap 1 (D-22 CSLB search, encroachment permit review, ASTM D3515 mix design documentation, CAPA pre-application inspection, § 1782 demand): 5.25 hrs = $1,575–$2,625/yr
• Gap 2 (pavement engineer, slip-fall expert, automotive appraiser, three-track damage quantification): 4.00 hrs = $1,200–$2,000/yr
• Gap 3 (CLRA § 1780 fee petition, pure Ketchum multiplier, lodestar documentation, fees-on-fees): 4.00 hrs = $1,200–$2,000/yr
• Total: 13.25 hrs = $3,975–$6,625/yr untracked at $300–$500/hr median California solo practitioner rate