Waterproofing Scope of Work: Template and Checklist for Commercial GCs

Waterproofing failures are among the most expensive defect claims in commercial construction — and they almost always trace back to an incomplete scope of work that left critical transitions, drainage components, or protection systems unassigned. Whether you're scoping below-grade waterproofing, plaza deck waterproofing, wet area membranes, or green roof assemblies, the line items that get missed at buyout become the leaks that appear after occupancy. This guide covers the sub-trade requirements, package deliverables, and coordination checkpoints that every PM and estimator must include in a waterproofing scope of work.

Waterproofing scopes must be defined by location and system type — below-grade, above-grade deck, interior wet areas, and specialty conditions each require different membrane systems and detailing approaches.

Below-Grade Waterproofing

• Positive-side membrane: Applied to the exterior face of foundation walls and slabs-on-grade before backfill. Most common systems: sheet-applied modified bituminous membrane (self-adhering or torch-applied), fluid-applied elastomeric membrane, or bentonite panels (Volclay or equivalent). Specify the system, minimum dry film thickness (DFT), and ASTM standard (D1970 for self-adhered, D6135 for modified bituminous).
• Negative-side (blindside) waterproofing: Used when positive-side access is not possible — typically on below-grade walls adjacent to property lines or existing structures. Specify bentonite composite sheet (e.g., Cetco Paraseal) or crystalline waterproofing (e.g., Xypex Concentrate applied to the concrete mix or to the negative face). Both require specific substrate preparation and concrete placement procedures.
• Under-slab membrane: For below-grade slabs subject to hydrostatic pressure. Specify membrane type (ASTM E1745 Class A, B, or C vapor retarder vs. true waterproofing membrane), lap and seam sealing requirements, and protection layer before concrete placement. An ASTM E1745 Class A vapor retarder is not a waterproofing membrane — do not substitute one for the other.
• Drainage composite: Required over all vertical and horizontal below-grade waterproofing to prevent hydrostatic head from building against the membrane. Specify drainage board type (dimple mat HDPE, drainage composite with filter fabric facing), compressive strength rating, and filter fabric permeability. Without drainage composite, even a properly installed membrane will eventually fail under sustained hydrostatic pressure.

Above-Grade and Plaza Deck Waterproofing

• Vehicular traffic deck (parking structures): Traffic-bearing waterproofing systems must be rated for vehicle loads. Common systems: hot-rubber membrane (ASTM D5765), polyurethane/MMA traffic coatings (ASTM C957), or fluid-applied polyurea. Specify system type, number of coats, total DFT, and slip-resistance aggregate in the topcoat.
• Pedestrian plaza deck: For podium decks with overburden (pavers, landscaping, green roof). Specify hot-rubber or cold-applied membrane, slope-to-drain requirements (minimum 1% to drains), and protection course over membrane before overburden installation. Define how the protection course is attached — improper attachment allows the membrane to be punctured during overburden installation.
• Green roof assemblies: Waterproofing membrane for green roofs must be root-resistant (ASTM E2400 test). Specify the membrane system, root barrier (if not integral to the membrane), drainage layer, filter fabric, growing medium, and plant species. Coordinate with the landscape architect for growing medium depth and drainage requirements.

Interior Wet Area Membranes

• Shower and restroom waterproofing: Fabric-reinforced liquid-applied membranes (Schluter Kerdi, Laticrete Hydro Ban, WEDI) or sheet membranes are standard under tile. Specify minimum DFT, height above the shower floor (minimum 6" up the walls), and clamping collar compatibility with the drain body.
• Commercial kitchen and wet lab floor waterproofing: Specify a system rated for thermal shock, chemical exposure, and steam cleaning. Epoxy membrane systems or MMA-based systems are more appropriate than modified bituminous membranes in these environments.
• Elevator pit waterproofing: All elevator pits require positive-side waterproofing or crystalline treatment to prevent water intrusion. Specify the system and the required inspection before the pit walls and slab are backfilled or enclosed.

Tip for PMs: The most consistently missed waterproofing detail is at transitions — where the wall waterproofing meets the slab waterproofing, where the membrane turns up at a footing, where a pipe or conduit penetrates the membrane. These termination and transition details must be explicitly shown on the shop drawings and confirmed during a pre-installation meeting. Generic membrane installations without transition details are the primary cause of below-grade water infiltration.

Waterproofing warranties are only valid when the installation is performed by a manufacturer-approved applicator using approved products. Build this requirement into the package.

Required Submittals

• Product data sheets for the complete waterproofing system — membrane, primers, detail membranes, termination bars, drainage composite, and protection board
• Manufacturer's applicator approval letter for the specific sub performing the work
• Manufacturer's warranty scope and duration — typically 5-year labor and materials; confirm what conditions void the warranty (inadequate substrate prep, improper terminations, unauthorized repairs)
• Mock-up panel for all above-grade deck and plaza waterproofing systems — review transitions, drains, and penetration sealing before production
• Pre-installation substrate preparation requirements: concrete surface must be structurally sound, free of voids, honeycombing, fins, and protrusions ≥3/16"; minimum concrete age and moisture content requirements
• Manufacturer's technical representative on site for substrate inspection and system start-up

Flood Testing

• Flood testing (48-hour minimum water flood with chalk or dye trace) is required for all plaza deck and roof waterproofing before overburden installation. Define flood test requirements in the scope — include who provides water, who monitors, and what the acceptance criteria are.
• Flood testing of below-grade installations is not always possible but electronic leak detection (ELD) testing (ASTM D7877) using a conductive grid should be specified for high-value or high-risk below-grade applications.

Best Practices from Leading GCs

• Require a pre-installation substrate inspection by the waterproofing manufacturer's technical representative, not just the sub's installer. Manufacturer representatives have liability exposure for warranty validation — they will flag substrate conditions that the installer might overlook.
• Specify that no overburden (soil, pavers, concrete topping) may be placed over plaza deck waterproofing until the flood test is complete and accepted in writing. Once the membrane is covered, leaks are nearly impossible to locate without removing all overburden.
• For below-grade applications, require photos at all transition conditions (wall-to-slab, penetrations, terminations at top of wall) before backfill. These photos are your only evidence of proper installation once the membrane is covered.

Waterproofing is one of the most sequence-critical trades on the project. Installing overburden before the membrane is complete, or concrete before the under-slab membrane is inspected, will void the warranty and create a defect that may not manifest for years.

Below-Grade Sequencing

• Foundation wall waterproofing installs after formwork is stripped, concrete surface is prepared, and all penetrations (pipes, conduits, drainage pipes) are sleeved and stubbed. Do not allow backfill to begin before: (a) waterproofing inspection by the manufacturer's representative, (b) drainage composite installed, (c) protection board installed over membrane.
• Under-slab membrane installs after sub-base preparation and drainage layer, before reinforcing and concrete placement. Lap seams must be sealed per manufacturer's requirements and inspected before the rebar mat is placed.

Mechanical and Plumbing Coordination

• All drain bodies in below-grade slabs and plaza decks must be membrane-compatible. The drain clamping ring or bonding flange must match the waterproofing membrane system. Define who supplies drain bodies — typically the plumbing sub supplies them but the waterproofing sub installs the membrane flashing at the drain. This handoff must be explicit in both scopes.
• All pipe and conduit penetrations through the waterproofing plane must be sleeved before the membrane is installed. Hot-work around completed membranes (torch, grinding, welding) creates burn-throughs. Issue a hot-work permit policy for all work near completed waterproofing.

Pre-Installation Coordination Checklist

• Structural concrete substrate poured, stripped, and cured minimum 28 days
• Concrete surface prepared to manufacturer's CSP requirements
• All penetrations sleeved before membrane installation
• Drain bodies installed and confirmed compatible with membrane system
• Manufacturer's technical representative on site for substrate inspection
• Flood test scheduled and testing equipment ready before overburden placement
• Protection board and drainage composite available on site
• Hot-work permit process in place for all trades working near completed membrane

Tip for Estimators: When reviewing a waterproofing bid, check whether the drainage composite, protection board, flood testing, and manufacturer's technical representative visits are included. A bid that covers only the membrane material and labor will miss 20–30% of the total waterproofing system cost. These ancillary items are consistently excluded from bid proposals that do not receive a comprehensive scope.