Archive Register 1994 – 2024REF: PL-ARC-88

Chronology of the Compound

A technical sequence documenting the physical evolution of the private estate, from foundational shoreline surveys to contemporary gallery integration.

PHASE-01 / INCEPTION1994
Estate Perimeter Demarcation

Original boundary cartography and coastal geological surveys completed. Initial parceling of the 120-acre promontory established baseline environmental conservation easements and deep bedrock soundings.

120 Acres Surveyed
41°18'32" N / 71°58'14" W
PHASE-02 / CARTOGRAPHY2002
Master Architectural Plan & Grid

Consolidated infrastructure grid blueprints finalized. The estate road network, primary utility subterranean ducts, and foundational limestone terrace footings were mapped across digital drafting layers.

4.8 km Grid Established
41°18'45" N / 71°58'02" W
PHASE-03 / RECLAMATION2011
Coastal Basin & Deepwater Berth

Stabilization of the seawall embankment using dressed granite riprap. Dredging of the natural saltwater inlet permitted creation of private sheltered docks and tidal observation pavilions.

18-Foot Draft Berth
41°18'59" N / 71°57'50" W
PHASE-04 / STRUCTURAL2019
The Pavilion & Gallery Addition

Construction of the canted bronze-and-limestone exhibition wing overlooking the western cove. Integrated high-resolution spatial sensor matrices for environmental climate balancing.

18,400 sq.ft Added
41°19'10" N / 71°57'42" W
PROPMAP EST-ARCHIVE-DOC v4.2
SCALE 1:2500DATUM: WGS-84Request Dossier
Section 02 // Architectural Chronicle

Traditional stone craft meets modern coastal engineering.

The compound establishes an unbroken dialogue between terrestrial permanence and maritime resilience. Meticulously selected dry-pressed limestone walls cradle the estate against north-westerly marine gales, while hidden hydraulic piers and tensioned titanium ties anchor subterranean living quarters into the water table.

Limestone GradeCharentes Sub-Littoral

Hand-dressed ashlar blocks carved to resist high-salinity coastal spray.

Hydraulic Barrier14.2m Sub-grade Deck

Reinforced marine concrete pilings seated deep into bedrock shelves.

Masonry Joints4mm Pozzolanic Mortar

Elastic mineral binder ensuring centuries of structural micro-flexing.

Limestone masonry integrated into coastal marine barrier foundation

Survey Ref: AX-904

Seaward Bastion & Docking Pier

IS-2089 Marine Code ValidatedLat 43.72° N // Lon 7.31° E