Permits & records

The paper trail.

Every figure on this site traces back to a public record. Here is the actual permit ledger — file numbers, dates and status — how the program has shifted across three rounds of city filings, and the hard numbers buried in the project's environmental review.


The ledger

Every filing, by the file number.

12 of 12
  1. 26-116729-FR · 26-114882-TJPending / issued

    Heavy-equipment fuel & telecom relocation

    Filed Jun 29–Jul 13, 2026

    Two small July mobilization records on the consolidated parcel. Fuel permit 26-116729-FR, applied July 13 and listed as Pending July 15 after first appearing as Open, covers a fuel cube for heavy equipment; the filing does not state its capacity. The status change is an ordinary move into review, not an issuance. Right-of-way permit 26-114882-TJ, applied June 29 and issued July 13 after a July 9 approval, lets Comcast access two vaults and relocate one splice case. The Comcast record does not say the move is required by Onni, so it is adjacent utility-coordination evidence rather than a confirmed excavation prerequisite.

    Record ↗
  2. 26-106943-LJPending

    Comprehensive reconfiguration

    Filed Apr 1, 2026

    A pending application to comprehensively reconfigure the development; per the city description, the primary change relocates the hotel from Tower 1 to Tower 3. Mid-2026 reporting describes the program as still in flux, with the hotel possibly growing from roughly 257 to about 400 rooms and the office component reduced to make room. Not yet approved — the current approved plan still places the hotel in Tower 1. As of July 14 its second land-use review remained open and its second transportation review was in progress. A linked predevelopment record (26-108760-DC) makes a new transportation concurrency determination a prerequisite, so the reconfiguration can't be signed off until that record clears.

    Record ↗
  3. 26-108760-DCPending

    Concurrency gate on the reconfiguration

    Applied Apr 16 · reviewed Jul 14, 2026

    A predevelopment-services record tied to the reconfiguration above. Its city note is explicit: "A new transportation concurrency determination will be required," and a concurrency application must be submitted "prior to approval of 26 106943 LJ." Transportation requested a June 30 revision grouping the proposed retail, restaurant and fitness uses under the Shopping Plaza 40k–150k-square-foot trip-generation category; the second transportation review closed July 14. The permit itself still reads Pending, so that closed review line is procedural progress rather than an approved concurrency determination.

    Record ↗
  4. 25-126179-BEIssued Jan 12, 2026

    Demolition

    Applied Oct 30, 2025 · issued Jan 12, 2026

    The demolition permit (expiring Jan 11, 2029); its scope notes it "replaces expired permit 21 133862 BE," the original 2021 demolition filing that had lapsed. Dickson Demolition completed removal of the former John Danz Theatre and the former Belle Lanes / Barnes & Noble building in spring 2026.

    Record ↗
  5. 26-114797-BG · 26-114355-BF · 26-111760-TJReady to issue / closed / issued

    Temporary power & site utilities

    May–Jul 2026

    The first field-mobilization permits after demolition. A temporary electrical service (26-114355-BF) was applied for and issued the same day — June 17, 2026 — then finaled June 25 and now reads Closed. The larger temporary construction-power permit (26-114797-BG, applied June 26) installs a 2,500-amp and a 4,000-amp 480-volt three-phase service drawn from the PSE transformers, plus a power skid for site lights, tools and a portable office. Its electrical review was approved July 7 and by July 14 the permit read Ready to Issue — approved, but awaiting contractor-license information and issuance fees rather than issued. Separately, a right-of-way permit (26-111760-TJ, issued May 28) removed a wireless equipment cabinet from a city streetlight pole "to accommodate" the development.

    Record ↗
  6. 25-105052-BB · 25-105181-BB · 25-105109-BB · 25-105295-BBPending

    Superstructure: podium + three towers

    Filed Feb–Mar 2025

    Onni filed the main superstructure as four separate building permits, each still pending in mid-2026 with application expirations in early 2027: the podium (25-105052-BB, applied Feb 27 — its scope lists the shared base uses "including retail, amenity, F&B, gym, daycare, event, office"), Tower 1 residential + hotel (25-105181-BB, applied Mar 3, roof at level 58), Tower 2 residential (25-105109-BB, applied Feb 28, roof at level 59), and Tower 3 office shell-and-core (25-105295-BB, applied Mar 4, roof at level 47). The permits frame the work as starting above the level-5 podium; how the roof-level numbering reconciles with the marketed 53/54/45 story counts isn't spelled out. As of mid-2026 none of the four has been issued — all remain in city review with corrections outstanding, gated on the upstream land-use, clear-and-grade (GD) and shoring (BV) approvals. The review notes are pointed on tower order: Tower 1's and Tower 3's building reviews are held "pending approval" of the 2026 reconfiguration (26-106943-LJ) that shifts the hotel from Tower 1 to Tower 3 — the two towers that redesign reshapes — while Tower 2, the all-residential tower, is gated only on the already-approved 2024 land-use update, leaving it the least-blocked of the three. The podium is built first by necessity (it's the shared base); among the towers, whichever building permit flips from "Pending" to "Issued" first will be the real first tower to rise.

    Record ↗
  7. 21-134212-BVPending

    Mass excavation & shoring

    Applied Dec 14, 2021

    The permit that gates full mass excavation and perimeter shoring, applied December 14, 2021 and still pending July 21, 2026, alongside the below-grade structure permit 24-104362-BB. Its pending status does not prohibit all dirt removal: limited early excavation began in July under issued clear-and-grade permit 21-133872-GD. Land use, utilities and transportation had cleared or raised no concern on the shoring permit's thirteenth revision in June, but the structural and geotechnical reviewers both requested another revision July 10 concerning a geotechnical letter. A condition of approval also bars soil nailing or shoring beneath a street, sidewalk or utility easement without a recorded indemnification agreement protecting the city.

    Record ↗
  8. 21-133872-GD · 22-104918-UEIssued Dec 23, 2025

    Early-works package

    Issued Dec 2025

    The authority now supporting visible earth removal is early-works clear-and-grade permit 21-133872-GD, issued December 23, 2025 with the city description "Early works clear and grade permit for mass excavation." Its second preconstruction conference was completed June 17; crews progressed from slab removal into a broad shallow cut by July 17 and a six-excavator, block-wide early-earthwork operation by July 21. Bellevue recorded an initial erosion-control inspection July 14 as Partial with Corrections, directing installation of catch-basin inserts along 106th Avenue NE, then logged the same inspection type July 20 as Ongoing with no note. That is continued inspection activity, not a final pass. A transportation review note limits the permit to "early grading only" and says full on-site grading was not approved under it, preserving the boundary with the pending shoring permit. The package also includes fire-hydrant-relocation permit 22-104918-UE, issued December 2, 2025.

    Record ↗
  9. 24-104362-BBPending

    Below-grade structure (P2–P5)

    Filed Feb 29, 2024

    The permit for the below-grade structure — parking levels P2 through P5 beneath the three towers and podium. Applied February 29, 2024 and still pending July 21, 2026. Its third structural review remained open and its second fire review was in progress. The latest completed structural note, dated May 28, requested revised structural drawings and calculations plus an interim peer-review letter before approval. July's limited early excavation does not mean this garage permit has been issued.

    Record ↗
  10. 24-113252-LJClosed — finaled Feb 11, 2026

    Plan refinement

    Applied Jun 2024 · finaled Feb 11, 2026

    A 2025 update — now closed and issued — that cut below-grade parking from 2,479 stalls across seven levels to 1,712 across five, roughly doubled indoor bike storage to about 532, and relocated the central energy plant to Tower 1.

    Record ↗
  11. 19-104024-LP · 19-104023-LDApproved 2022

    Master Development Plan, SEPA & Design Review

    Approved Jun 23, 2022

    The combined Master Development Plan / SEPA review (19-104024-LP) and Design Review (19-104023-LD) for the three-tower scheme, filed in early 2019 and approved with conditions on June 23, 2022. The environmental review ended in a Determination of Non-Significance (DNS). The block is zoned DNTN-O1 (Downtown Office 1).

    Record ↗
  12. 18-108805-DB · 18-111104-DCClosed

    Pre-application records

    Filed spring 2018

    The block's modern entitlement trail begins here: a pre-application record to "construct mixed use development" (18-108805-DB, applied Mar 21, 2018) and a design-conference record (18-111104-DC, applied Apr 16, 2018), both preceding the January 2019 land-use filings.

    Record ↗

Reporting on a spring 2026 Bellevue Downtown Association briefing itemized the early-works status: three permits described as issued — a hydrant relocation, the demolition permit, and an early-works clearing-and-grubbing permit — with the shoring permit the lone active filing still in revisions. This is single-source; the city's online ledger still shows the below-grade structure permit as pending. Source ↗

Change-log

How the program has shifted.

Element2022 approved2025 refinement2026 proposed
Tower heights53 / 54 / 45 stories
Hotel257 suites, Tower 1in Tower 1moves to Tower 3; ~257 → ~400
Residences425 + 634 = 1,059~1,289, two towersTowers 1 & 2
Office871,818 sf, Tower 3~896,000 sfreduced for hotel
Daycare9,532 sf9,532 sf9,532 sf
Parking2,479 / 7 levels1,712 / 5 levels
Bike storage~532 stalls
Energy plant→ Tower 1

Hotel-room counts have drifted across filings (the 2022 approval shows 257; this site's headline uses an intermediate ~317; mid-2026 reporting suggests up to ~400). The 2026 reconfiguration is pending and its detailed floor split is not yet confirmed by the city record.

By the primary record

The numbers in the environmental file.

Gross floor area
3,507,371 sf
2019 program, three towers on a podium
Site area
174,914 sf
4.01 acres; the pre-demolition block was over half surface parking
Excavation
≈356,853 cu yd
soil removed for the below-grade garage
Demolished
≈68,100 sf
≈27,900 sf retail + 40,245 sf “church” — the Belle Lanes/Barnes & Noble building and former John Danz Theatre
Impervious surface
≈98% → ≈95%
≈171,311 → ≈166,662 sf; plazas and landscaping replace surface parking
PM peak trips
1,741 net new
619 in / 1,122 out (Transpo Group, 2019)
Groundwater
65–87 ft
below grade, in on-site monitoring wells
Projected workers
≈3,010–4,013
office, hotel & retail
Projected residents
≈3,132
in the residential portion
Lifecycle GHG footprint
≈2,992,382 MTCO₂e
gross 2019 estimate — embodied + energy + transport, before sustainability measures

Heating-oil tank under Belle Lanes

A 2017 Phase I assessment flagged a possible abandoned heating-oil underground storage tank: tax-assessor records show the Belle Lanes bowling alley ran an oil-burning furnace, with no record of the tank being decommissioned.

A dry-cleaning solvent plume

A known release of the dry-cleaning solvent PCE from the former “Thinker Toys” site at NE 8th & 106th has migrated down-gradient into soil and groundwater beneath part of the block.

SEPA record · Stormwater

Where the runoff goes: west to Meydenbauer Bay.

The 2019 SEPA checklist describes a project that keeps the block's existing drainage pattern rather than rerouting it: site and building runoff is gathered in area drains and catch basins and discharged into the public storm system in 106th Ave NE. From there it follows the path it already takes — west through 106th Ave NE storm laterals (generally 12-inch, with one 24-inch) into the 54-inch Meydenbauer storm-drain trunk main, which the applicant calls “non-capacity constrained,” running along NE 2nd Street, Bellevue Way NE and Main Street before discharging directly to Meydenbauer Bay, an arm of Lake Washington about 0.8 mile west.

On water quality, the checklist commits to managing stormwater from the new impervious surfaces per the 2017 City of Bellevue Storm and Surface Water Engineering Standards, and notes that “non-infiltrating bioretention planters” will be used to manage runoff on site. The “non-infiltrating” qualifier is the operative detail: because the block sits over a state-supervised solvent plume and dense glacial till, the planters are lined so runoff doesn't soak into the ground.

The impervious-cover math is why the filing treats flow control lightly: the site is already about 98% impervious (~171,311 sf, the pre-demolition block being largely surface parking), and the towers-on-a-podium scheme actually drops that to about 95% (~166,662 sf) as plazas and landscaping replace asphalt. Two regulatory backstops still apply: City stormwater review under Bellevue's NPDES Phase II municipal permit (Meydenbauer Bay drains to Lake Washington), and a state Construction Stormwater General (NPDES) permit from Ecology governing discharges during the deep excavation.

Discharge point
Meydenbauer Bay
via 106th Ave NE laterals → 54-in trunk main; an arm of Lake Washington ~0.8 mi west
Trunk main
54-inch
“non-capacity constrained”; runs NE 2nd St → Bellevue Way NE → Main St
On-site GSI
Non-infiltrating bioretention planters
lined — manage runoff without infiltrating, over the plume and glacial till
Construction permit
NPDES Construction Stormwater General Permit
required from WA Ecology for the excavation phase
Source ↗

Construction haul routes

Hauling the dig: tens of thousands of truckloads.

The single hardest number in the project's environmental record is the dirt: the 2019 SEPA checklist puts overall excavation at roughly 356,853 cubic yards, with only minimal fill brought back. The checklist never tallies the resulting truck trips, so the count is an estimate, not a project figure — but the arithmetic is unavoidable. At roughly 12–15 cubic yards per loaded tandem dump truck, that volume works out to on the order of 24,000–30,000 loaded truckloads over the life of the dig (a wider plausible range is ~20,000–36,000), each a round trip on city streets. Some spoil is not clean fill: the record flags a likely abandoned heating-oil tank under the old Belle Lanes and a migrated dry-cleaning-solvent (PCE) plume, with any contaminated soil removed to permitted off-site disposal under state and local rules.

Where those trucks may drive is constrained by city code. The block fronts 106th Avenue NE between NE 6th and NE 8th Streets, but 106th is not one of Bellevue's designated truck routes: under Bellevue City Code 11.70.060, trucks over eight feet wide, 30 feet long, or 32,000 pounds — plus anything carrying hazardous cargo — are confined to the state highway system or a short list of authorized routes, which on this side of downtown run along 108th and 112th Avenues NE rather than 106th. In practice loaded haul trucks are expected to reach a designated route or I-405 by the most direct path.

Bellevue handles that through right-of-way permitting. Hauling, parking and staging in the public right-of-way require a Commercial Right-of-Way Use permit, and a Traffic Control Plan is a required submittal — the document in which haul routes, lane and sidewalk closures and flagging are spelled out and approved by the city. Standard conditions keep abutting businesses and residents accessible and bar closing the sidewalks on both sides of a block at once. Dust and tracking are addressed on the environmental side: the checklist commits to Puget Sound Clean Air Agency dust rules and sprinklering during demolition and to a Temporary Erosion and Sedimentation Control plan.

Excavation volume
≈356,853 cu yd
2019 SEPA checklist; minimal fill returned
Estimated loaded truckloads
≈20,000–36,000
independent estimate, not a project figure (≈356,853 cu yd ÷ ~10–18 cy/truck)
Frontage street
106th Ave NE (NE 6th–NE 8th)
NOT a designated truck route under BCC 11.70.060
Restricted-truck threshold
>8 ft wide / >30 ft / >32,000 lb
confined to highways or authorized routes (108th/112th Ave NE)
Permit for hauling/staging
Commercial ROW Use permit
Traffic Control Plan is a required submittal
Source ↗

Design review · Conditions of approval

Five departures, and public access locked in forever.

The June 2022 Master Development Plan and Design Review approval (19-104024-LP & 19-104023-LD) came with conditions that shape the project in detail. The city granted five Administrative Departures from the Land Use Code under LUC 20.25A.030.D, all approved: a build-to-line departure, a compact-parking departure, planter strips in lieu of tree pits, a weather-protection departure, and a reduction in required open space. The compact-parking departure let the design use 61% compact stalls (about 1,517) against a 65% code maximum. The open-space departure shaved the on-site public plaza from the code-required 10% of the site (17,491 sf) to 9.75% (17,069 sf) — justified because the project already dedicates a Major Public Open Space and a 30-foot Grand Connection segment; counting all plaza types, the staff report says it provides over 43,177 sf, about 25% of the site.

Several conditions lock in public access in perpetuity: Onni must record legal agreements with King County guaranteeing 24-hour public access within the 30-foot Grand Connection section (condition 40), the Major Public Open Space (condition 41), and the east–west through-block pedestrian connection (condition 39, which also requires directional signage at every access point), plus a public-access easement keeping the outdoor plazas "open to the public at all times" (condition 42).

The reason those agreements are mandatory rather than voluntary lies in Bellevue's Amenity Incentive System: under LUC 20.25A.175, any property within the Grand Connection or a Major Public Open Space must be placed under a recorded agreement granting the public a "nonexclusive right of pedestrian use and access" — an obligation tied to earning bonus floor-area ratio through LUC 20.25A.070, executed before a certificate of occupancy issues. A separate condition (47) grants no signage approvals up front: before any occupancy, tenant-improvement or sign permit, Onni must submit a complete sign package consistent with Bellevue City Code 22B.10, with signs forming "an integral part of the overall architectural design."

Administrative Departures
5 granted
build-to line, compact parking, planter strips, weather protection, open space
Compact parking
61% (~1,517 stalls)
against a 65% code maximum
On-site public plaza
9.75% (17,069 sf)
departure from the 10% / 17,491 sf requirement
Total open space
>43,177 sf (~25%)
all plaza types, incl. Major Public Open Space + Grand Connection
Public access
24-hour, recorded with King County
conditions 39–42; tied to bonus FAR (LUC 20.25A.175)
Source ↗

SEPA record · Transportation

Inside the traffic study: concurrency, six intersections, and a 56-foot frontage.

The project's transportation review runs deeper than the headline trip count. Transpo Group's Traffic Impact Analysis (November 20, 2020) evaluated six intersections — Bellevue Way NE/NE 8th, 106th Ave NE at NE 8th, NE 4th and NE 6th, 108th Ave NE/NE 8th, and Lincoln DW/NE 8th — and the city found all would remain at level of service E or better with the project's improvements in place. For Bellevue's concurrency test under the Traffic Standards Code (BCC 14.10), the project was modeled at roughly 1,356 new PM-peak trips and assigned via the city's EMME-2 model; all 14 Mobility Management Areas met their standards, so it received a Certificate of Concurrency. The 1,356 concurrency figure is lower than the 1,741 gross PM-peak generation total — the record doesn't explain the gap, but it likely reflects pass-by and internal-capture credits.

The underlying trip-generation memo (Transpo Group, January 9, 2019) built the 1,741 figure from Bellevue impact-fee trip rates, by use: office 919 trips, residential 533, retail and food court 137, hotel 107, daycare 93 and restaurant 42, minus credits for the existing retail (68) and church (22) removed. The daycare's 12.34 trips per 1,000 sf is the highest per-square-foot rate of any use. (One wrinkle: the trip memo modeled a rounded "1,300 dwellings," slightly above the 1,289-unit count cited elsewhere in the same filing.) Because the code carries no parking ratio for hotel, daycare or fitness, Transpo prepared dedicated demand studies — the hotel at 0.55 vehicles per occupied room (141 vehicles for 257 rooms), the daycare at 0.24 per student (12 vehicles for 52 students), and the gym via a separate March 2021 Fitness Center Parking Analysis.

As mitigation, the approval requires Onni to widen 106th Ave NE along its frontage to a future 56-foot, five-lane cross-section up to NE 8th St, with a minimum 15-foot sidewalk separated by a 5-foot planter strip and a rebuilt transit stop. The site provides thirteen off-street loading stalls — twelve sized for an SU-30 truck and one for a WB-40 semi — fed from a shared east-side service lane that also serves loading and refuse for the neighboring Symetra and Key Center towers, which hold an access easement across the block. Non-freight access is separate: a daycare drop-off on Level 0 and a 150-foot rideshare/drop-off pullout on Level 1, with plan sheets explicitly labeling "Uber drop-off" zones. Before initial occupancy the owner must record a city-approved Transportation Management Program under BCC 14.60.070, and pays Bellevue transportation impact fees at building-permit issuance.

Intersections studied
6 (all LOS E or better)
Transpo Group TIA, Nov 20, 2020
Concurrency trips
~1,356 PM-peak
EMME-2 model; Certificate of Concurrency issued
Loading stalls
13 (12 SU-30 + 1 WB-40)
shared east service lane w/ Symetra & Key Center
106th Ave NE frontage
widened to 56 ft, 5 lanes
15-ft sidewalk + 5-ft planter; matching Artise widening to the north
TDM
recorded TMP (BCC 14.60.070)
required before initial occupancy
Source ↗

Civic data · Assessed value

King County assesses the cleared block near $140 million — almost all land.

The entire Onni 606 site is carried by the King County Assessor as a single consolidated parcel, 154410-0214, with a situs address of 680 106th Ave NE and a lot size of 174,913 square feet (about 4.02 acres). The Assessor lists the taxpayer of record as ONNI 106TH AVE BELLEVUE LLC, still under the legacy name “Barnes and Noble Bookstore and Doxa John Danz Building.”

For the 2025 valuation (2026 tax year) the Assessor sets the total appraised value at $139,931,400 — $139,930,400 of it land and just $1,000 improvements, so almost the entire assessed value sits in the land. The total has held flat at $139,931,400 across the 2024–2026 tax years, up from $135,558,500 for 2023.

A land base of roughly $140 million implies a sizable annual property-tax obligation — on the order of $1 million at Bellevue's commercial levy rates — though the exact billed amount is published separately by King County Treasury. As the towers rise, expect the improvement value (now $1,000) to climb sharply in future assessment rolls.

The single consolidated parcel was legally created by a City of Bellevue Boundary Line Adjustment: the Assessor's legal description reads "CHERITON FRUIT GARDENS PLAT #1 PCL '1' OF BELLEVUE BLA #19-104027 LW REC #20210315900014" — Parcel 1 of BLA file 19-104027-LW, recorded March 15, 2021, which folded the block's formerly separate lots into one development parcel (the previously separate 620 106th Ave NE parcel, 154410-0217, now returns no Assessor data, consistent with the merger). The 2019 acquisition is recorded as a bargain-and-sale deed under King County excise number 2973252, dated February 12, 2019, transferring title from Sterling Realty Organization Co. for $116,000,000. On financing, the DJC reported in June 2026 that "just over a year ago, Wells Fargo agreed to provide a $53.5 million loan to Onni" — placing it around mid-2025 and framed as money to "help get the job started," so it reads as an early-works or predevelopment facility rather than the full construction loan a build of this scale will ultimately require.

Assessor parcel
154410-0214
situs 680 106th Ave NE, Bellevue
Lot size
174,913 sf (≈4.02 ac)
single consolidated parcel for the assemblage
Parcel created by
BLA 19-104027-LW
recorded #20210315900014, Mar 15, 2021
Appraised value (2026 tax year)
$139,931,400
valued year 2025; flat across 2024–2026
Land vs. improvements
$139,930,400 land / $1,000 improv.
≈100% land — the block is cleared
Recorded financing
$53.5M Wells Fargo loan
~mid-2025; framed as early-works/predevelopment
Taxpayer of record
ONNI 106TH AVE BELLEVUE LLC
listed under the legacy “Barnes and Noble… John Danz” name
Source ↗