Warner Surveys Utility Mapping Ltd

Sheet 01 · Survey plan

PAS128 · GPR · Drainage

Every buried service, before the first cut.

PAS128 utility mapping, GPR, drainage and confined-space surveys — from a desktop record search through to vacuum excavation, so the drawing you design from is one you can build from.

  • A–DPAS128 survey types
  • GPR + EMLdetection, not just records
  • UK-widefive regional offices

Illustrative plan — not a survey of any site

Sweep 6 × 4

An illustrative survey plan: a building, a verge and a road, with four buried services drawn over a six by four GPR sweep grid. Electric, water, gas and telecoms services each run in their own colour. The electric line stops at a marker labelled unrecorded. The plan is an illustration and not a survey of a real site. BUILDING 01 SUB STN N BT 0.8 m W 1.6 m G 1.1 m LV 1.1 m UNRECORDED 0 10 m
  • LV · electric
  • W · water
  • G · gas
  • BT · telecoms

Colour is the record. Four utilities, four colours, for the whole page.

01 — Before you dig

A utility drawing is a record of what someone believed was down there.

Records go out of date. Services get moved, added, abandoned and never redrawn; drawings arrive in the wrong coordinate system, or with the last twenty years missing. PAS128 exists because of that gap — it sets out how a service is found on site, and how much confidence the drawing that comes out of it actually carries.

  1. a

    The record is a starting point. A desk study tells you what should be there. It cannot tell you where it is, or how deep.

  2. b

    Detection is a measurement. GPR and electromagnetic location place the service on a coordinate, tied in by GPS or total station.

  3. c

    Verification is proof. Where the level demands it, vacuum excavation exposes the service and its position stops being an inference.

Two surveyors pushing a ground-penetrating radar array across open ground beside a service road
GPR on site — the array crosses a grid; the drawing is built from what comes back.

02 — Schedule of services

Twelve services, in the order the work usually happens.

From a basic lift-and-dip of the manholes through to a high-specification PAS128 survey — the whole chain is in-house, including the excavation that verifies it.

Schedule of services · Warner Surveys Utility Mapping Ltd
Ref Service Method What it finds
01 PAS128 Utility Mapping PAS128, types A–D Where each service runs, at the level of confidence you ask for.
02 Desktop Utility Record Searches Statutory records · type D What the drawings say is there, compiled onto one base.
03 GPR Surveys & Post Processing Ground penetrating radar Non-metallic services, voids and obstructions the records miss.
04 Drainage Connectivity Manhole lifting, dipping, tracing Which chamber connects to which, and in which direction.
05 Borehole Clearance Clearance reports, percussion and auger A cleared position for each borehole before the rig arrives.
06 CCTV Drainage Surveys CCTV condition survey Pipe condition, defects and connections inside the drain.
07 Confined Space Entry Certified confined-space surveyors Chambers and culverts a general survey team cannot enter.
08 Concrete Scanning / Ferro & Rebar Detection Cover meter and scan Rebar, post-tension and conduits before you drill or core.
09 High Pressure Water Jetting High pressure jetting A clear pipe to survey, and a drain that flows again.
10 Vacuum Excavation Vacuum excavation, trial holes The service itself, exposed — the proof behind type A.
11 Land & Measured Building Surveys GPS and total station A base map at survey accuracy to draw the services onto.
12 Site Engineering Surveys / Setting Out Setting out from the design The design, marked on the ground where it will be built.

What comes back

Two of the things the work produces. A plan sheet to design from, and a clearance sketch to hand to a drilling rig.

A utility plan drawing with services traced in red and blue over an Ordnance Survey base
Fig. 1 A utility plan sheet — services drawn over a topographical base, each one tied to a coordinate.
A borehole clearance sketch form with coordinates, a legend for GPR target and radio detection signal, and utilities marked ONE
Fig. 2 A borehole clearance sketch — one location, with the coordinates, the GPR target and the detected signal.

03 — PAS128 quality levels

Four levels. What changes is time on site — and what the drawing is worth.

PAS128 sets out four categories of survey, each weighing more time and effort against more confidence in the result. You choose the level. We will tell you when a lower one would do — and when it will not.

A

Verification,
including excavation

Detection, then proof. Trial holes or trenches — often opened by vacuum excavation — expose the service so its position, depth and identity are confirmed on site. The highest confidence the standard describes.

detected + exposed

B

Non-intrusive
utility detection

Detection without excavation. GPR and electromagnetic location trace the service and it is surveyed in. The position is measured; depth and identity rest on the response, not on an open trench.

detected, not exposed

C

Site
reconnaissance

Records, tested against the site. Chambers are lifted and dipped, covers and markers are walked, and the drawing is corrected wherever the site disagrees with the paper.

records + walkover

D

Desktop utility
record search

Records only — statutory authority drawings and any archived survey, compiled onto one base. No site work at all, so it shows what is recorded rather than what is there.

records only

Not to scale. The four categories are ordinal: the standard sets them out, and the depth of work in each is agreed with you before the survey starts. Every level is delivered in-house, up to vacuum excavation of trial pits and trenches.

Specifying a survey?

The PAS128 discussion document walks through the options, so you can pick a level rather than guess at one.

04 — Case studies

Six jobs, written up by the team that did them.

A survey only proves something if it was done on a real site, against a real constraint. These are the ones the team has published.

Case studies · published on warnersurveysuml.com
01 PAS128 Type A Survey
02 Underground Utility Survey
03 LV Electric Feeder Location
04 Steel Frame Location
05 Concrete / Ferroscan Survey
06 CCTV Report
A surveyor holding a cover meter against a concrete wall, reading the rebar behind the surface
Ferroscan — a concrete wall read before anyone cores it.

View all case studies

05 — Access and safety

Half of this work happens in a chamber, not in a trench.

Drainage connectivity, CCTV and jetting all need someone at the bottom of a manhole. Confined-space entry is its own competence — certified surveyors who can work inside a chamber, culvert or deep manhole instead of photographing it from the top.

Confined space entry
Certified surveyors, entering the chambers and culverts that hold the actual connection.
Jetting, then CCTV
The drain cleared before it is filmed — a condition survey of the pipe, not of the silt.
Manholes and covers
Lifted and dipped, recorded, and tied back into the connectivity drawing.
Vacuum excavation
A trial hole opened without a machine bucket, so the service is exposed rather than struck.
Looking down into an open drainage chamber, with pipework and a chain ladder visible below ground
Chamber — a drainage connection, seen from the cover.

06 — Where we are

Five offices. The work runs nationwide.

Regionally based staff, so the crew that surveys your site is the one that can come back to it — and the one that knows the local authority records.

07 — Get in touch

Send the drawing you have.
We will tell you what level it needs.

A record drawing, an old survey, or nothing at all. Tell us what you are building and when the ground opens, and we will tell you what has to be found before then.

Offices
Birmingham (HQ) · Reading · London · Bristol · Ipswich
Survey types
PAS128 A · B · C · D