Infrastructure data, unlocked

One search across every drawing, map, and record you've ever filed.

We index your legacy maps, drawings, and records and turn them into searchable, location-based data your team can actually use.

The problem

The answers exist. They're just buried.

Back in the office

Your team spends hours digging through filing cabinets, shared drives, and PDFs for records that already exist somewhere in the organization. Every search is a guessing game across decades of documents.

Out in the field

You're on-site and need to know what's underground before you dig. But the relevant records are in a cabinet 30 miles away — or in a PDF no one can find. You can't search decades of archives from a job site.

How it works

We index your archive. You search it like a database.

No ripping and replacing your existing systems. We work with what you have.

01

Send us your records

PDFs, scans, CAD exports, paper records — we handle any format. No prep work required on your end.

02

We assign geographic context

Every document gets tied to a precise location. We do the work of figuring out what's where.

03

Your team searches by location

Type in a site, address, or coordinates — instantly see every relevant record your organization has ever produced.

What you get

Every document becomes structured, searchable data.

We extract what matters — assets, locations, notes, context — and make it queryable.

Source document
Belward Campus Parcel A — Color Coded Utility Exhibit by Soltesz, Inc.
Indexed output
documentColor Coded Utility Exhibit — Belward Campus, Parcel A
typeutility_plan
prepared_bySoltesz, Inc. — Rockville, MD
site_plan#820220250
confidence
0.94
locationlat 39.1083,lng -77.2028
extracted_features
existing_water
Water Mainexisting
existing_sewer
Sanitary Sewerexisting
proposed_water
Water Main Extensionproposed
proposed_sewer
Sanitary Sewerproposed
proposed_force_main
Force Mainproposed
proposed_storm_drain
Storm Drainproposed
proposed_swm
Stormwater Managementproposed
overhead_wires
Overhead Electricexisting
extracted_notes
Proposed PUE (Public Utility Easement) runs along Belward Campus Drive
Proposed WSSC easement required for water/sewer extensions
Muddy Branch Park North and South border site to the west
Linear Park Entry located between Buildings A2 and A4
Then search it

Ask questions in plain English. Get answers from your archive.

Water utility
>Are there any asbestos cement pipes in the Highland Avenue corridor?

3 records from 1964–1978 reference AC pipe along Highland Ave between STA 2+00 and STA 14+50. One 1991 remediation report confirms partial replacement with DI — 220 LF of original AC remains in service south of Elm Street.

Referenced documents
Highland Ave Water Main Replacement — Sheet 4 of 9 (1972)
AC Pipe Remediation Summary, WO #R-1138 (1991)
+1 more
Water utility
>When was the 12-inch main on Elm Street installed and what material is it?

Installed 1958, originally 12" cast iron. A 1994 rehabilitation project slip-lined the segment from STA 0+00 to STA 22+80 with HDPE. Original CI remains as carrier pipe.

Referenced documents
Elm Street Utility Plan — Sheet 2 of 5 (1958)
Elm St Slip-Lining Rehabilitation Report, Project #WD-94-017 (1994)
Water utility
>Has there been any previous excavation work near the Oak and Main junction?

6 records within 150 ft. Most recent: 2019 emergency water main repair (8" break). 2014 gas service lateral installation. 2007 sanitary sewer manhole rehabilitation. Traffic signal conduit installed 2001.

Referenced documents
Emergency Repair Log, WO #EM-2019-0442 (2019)
Gas Service Lateral As-Built, 140 Oak St (2014)
+1 more
Water utility
>What was the pressure zone boundary in the Riverside district in 1985?

Zone 2/Zone 3 boundary ran along Riverside Blvd from the 440 Tank to PRV Station #6 at River Rd. Operating pressure 62–78 PSI. Boundary shifted 800 ft north in 1998 expansion.

Referenced documents
Riverside Pressure Zone Map, Rev. 3 (1985)
Hydraulic Model Calibration Report (1985)
+1 more
Manufacturing
>Are there any underground storage tanks on the north side of the property?

One 10,000-gal diesel UST documented in a 1997 tank registration (Permit #UST-4481), north parking area. A 2006 closure report confirms removal with clean confirmation sampling. One active 5,000-gal fire suppression UST remains — last inspection 2023.

Referenced documents
UST Registration Permit #UST-4481 (1997)
Tank Closure Report & Confirmation Sampling (2006)
Manufacturing
>What's the rated capacity of the cooling system in Building 3?

Trane CenTraVac chiller, 500-ton capacity, installed 2011. Cooling tower rated 600 GPM. Glycol loop serves Building 3 process areas and server room. Maintenance log shows compressor overhaul in 2020.

Referenced documents
Building 3 Mechanical Plan — Sheet M-4 (2011)
HVAC Preventive Maintenance Log, Asset #CH-301 (2020)
Manufacturing
>When was the electrical panel in the east wing last upgraded?

Main distribution panel (MDP-E2) upgraded 2017 from 1,200A to 2,000A, 480V/3-phase. Arc flash study completed same year — incident energy 8.4 cal/cm² at MDP-E2. Previous upgrade was 1993.

Referenced documents
East Wing Electrical Upgrade — Single Line Diagram (2017)
Arc Flash Hazard Analysis Report (2017)
+1 more
Manufacturing
>What drawings exist for the original 1967 construction of the warehouse?

8 sheets indexed from original 1967 construction set: site plan, foundation plan, structural framing (2 sheets), roof plan, mechanical, electrical, and plumbing. Architect: Harmon & Associates. Structural: pre-engineered steel rigid frame, 40 ft clear span.

Referenced documents
Warehouse Original Construction Set — Sheets A-1 through A-3 (1967)
Structural Framing Plan S-1, S-2 — Harmon & Associates (1967)
+1 more
Civil engineering
>Has our firm done any previous work within a mile of this site?

9 projects within 1 mi radius. Most relevant: Belward Campus utility exhibit (2022), Muddy Branch stream restoration (2019), Belward Farm road widening (2016). 6 additional residential subdivision plans from 2008–2021.

Referenced documents
Belward Campus Utility Exhibit, Site Plan #820220250 (2022)
Muddy Branch Stream Restoration — 60% Design (2019)
+1 more
Civil engineering
>Were there any soil contamination findings in our past surveys near Route 9?

Phase II ESA at Parcel 12B (2015) detected TPH at 340 mg/kg in boring SB-4, 4 ft depth — above residential screening but below commercial. No groundwater impact. Two adjacent parcels showed no exceedances.

Referenced documents
Phase II ESA — Parcel 12B, Route 9 Corridor (2015)
Phase I ESA — Parcels 12A & 12C (2014)
+1 more
Civil engineering
>What foundation type did we specify for the bridge rehabilitation on this corridor in 2003?

Bridge #1407 rehab specified driven steel H-piles (HP 14x73), 60 ft embedment, 120-ton design capacity. Pile driving records show refusal at 52–58 ft. Existing abutments retained with concrete jacket reinforcement.

Referenced documents
Bridge #1407 Rehabilitation — Foundation Plan, Sheet S-3 (2003)
Pile Driving Records & Load Test Report (2003)
Civil engineering
>Do we have any prior geotechnical reports for sites within this zip code?

5 geotech reports in 20878. Soil conditions generally consistent: residual silty clay over saprolite, weathered rock at 12–20 ft. One site (Belward Campus) encountered unexpected fill at 6 ft. Groundwater typically 15–25 ft BGL.

Referenced documents
Geotech Investigation — Belward Campus (2003)
Subsurface Exploration Report — Great Seneca Hwy (2010)
+1 more
Oil & gas
>What's the wall thickness and coating type for the segment between valve 14 and valve 22?

V-14 to V-22: 16" DI, Class 52, nominal wall thickness 0.43". Polyethylene encasement specified per AWWA C105. Interior cement mortar lining per AWWA C104. See Sheet 7 of 12, detail callout at STA 8+35.

Referenced documents
Pipeline As-Built — Sheet 7 of 12 (2008)
Material Specification Table, Project #PL-08-221 (2008)
Oil & gas
>Has there been any reported corrosion on the eastern segment installed before 1980?

ILI run (2018) flagged 3 anomalies on the 1974 eastern segment: max 28% wall loss at MP 14.2, two minor pits at MP 15.8 and MP 16.1. Dig verification confirmed external corrosion — CP system retrofit completed 2019.

Referenced documents
In-Line Inspection Report — Eastern Segment (2018)
Dig Verification & Repair Summary (2019)
+2 more
Oil & gas
>What pressure rating was specified for the lateral lines in the Permian Basin expansion?

Lateral lines spec'd for 1,440 PSIG MAOP. 4" API 5L Grade X52 ERW, 0.237" WT. Hydro tested to 2,160 PSIG (1.5x MAOP). DOT Class 1, Division 2 location.

Referenced documents
Permian Basin Expansion — Lateral Line Specifications (2021)
Hydrostatic Test Records, Laterals L-1 through L-14 (2021)
Municipal
>What permits were issued for excavation on 5th Street between 1990 and 2010?

11 excavation permits on record. Major work: 1994 water main replacement (full block), 2001 fiber optic conduit installation, 2006 gas main upgrade. 8 smaller service lateral and repair permits.

Referenced documents
Excavation Permit #EX-94-0187 — Water Main Replacement (1994)
ROW Permit #ROW-01-0822 — Fiber Optic Conduit (2001)
+1 more
Municipal
>Are there any recorded easements or right-of-way agreements on this parcel?

15 ft utility easement along south boundary (Liber 4821, Folio 337, recorded 1978). 10 ft WSSC easement along east boundary for 16" transmission main. Temporary construction easement granted 2019, expired 2021.

Referenced documents
Plat of Subdivision — Lot 14, Block B (1978)
WSSC Easement Agreement #EA-2004-1192 (2004)
+1 more
Municipal
>What does the 1952 infrastructure survey say about the storm drain on Central Ave?

36" RCP storm drain running east on Central Ave from 3rd St to outfall at Mill Creek. 6 inlets documented. Survey notes "evidence of joint separation at STA 8+20" and "ponding observed at inlet #4 during 2-year storm." Downstream headwall in fair condition.

Referenced documents
Municipal Infrastructure Survey — Central Avenue Drainage, Sheet D-3 (1952)
Rail & transit
>What's the original load rating for the bridge at mile marker 42?

Bridge MM-42: Cooper E-60 loading, built 1948. Open deck, steel plate girder, 3-span (40'-60'-40'). 2008 inspection downgraded to E-50 due to section loss in bottom flange at Span 2. Speed restriction applied.

Referenced documents
Bridge Inventory Record — MM-42 (1948)
Bridge Inspection Report #BI-2008-042, FRA Compliance (2008)
Rail & transit
>Are there any known signal equipment installations in the tunnel between stations 7 and 9?

GRS Type-K interlocking machine at Station 7 portal (1962, upgraded to Microlok II in 2015). 4 wayside signal heads in tunnel. Track circuit boundaries at chainage 284+00, 291+00, and 298+50. Fire suppression conduit added 2010 — clearance reduced to 18" at chainage 290+20.

Referenced documents
Signal Layout Plan — Stations 7–9 Tunnel Section (1962)
Microlok II Interlocking Upgrade — Signal Design Package (2015)
+1 more
Who we work with

Built for teams that operate long-lived physical infrastructure.

If your team does work in the field and needs to know what's already there, we can help.

Utilities

Know what's in the ground before your crews dig. Find the right records before every job.

Manufacturing

Get the right drawing before anyone touches equipment. Stop losing time to archive searches.

Civil engineering

Surface past project work when you need it. Stop starting from scratch on every engagement.

Oil & gas

Search decades of pipeline and field records in seconds, not days.

Municipal government

Stop losing institutional knowledge when staff turns over. Make your records last.

Rail & transit

Give maintenance teams instant access to the infrastructure records they need.

Turn your archive into an asset.

Book a 20-minute call. We'll ask about your archive, your team's workflow, and whether we're actually a fit.