MEGAINFRA-WEBAPP/reports/site-models/munyaka/2026-10-28/sources.json

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    "Munyaka 2 / Munyaka Village (C3175). This initial construction model covers the access road; the village-wide SDP Rev C dated 22 Oct 2026 is a separate information-stage layout.",
    "West connection, Access road and Village entrance are provisional planning areas. Their 20 m distances are spatial planning strips, not official design chainages or approved construction phases. No programme dates were supplied.",
    "Access road asphalt layers follow C3175-913-001 Rev 0: 30 mm asphalt, 150 mm G1 base, 150 mm C4 subbase and 150 mm G7 selected layer. Roadbed/general fill thicknesses are not quantified.",
    "Walkways and raised intersection are separate surface areas. Their unconfirmed pavement build-ups are excluded. Existing-access, existing-paving and future-road hatches are excluded from new-work quantities.",
    "Kerb faces and channels are shown as drawing linework. The mixed kerb layer contains duplicate and parallel lines, so no kerb length is claimed.",
    "206 setting-out points with issued levels are included; 30 T.B.C. levels and R155 (table / CAD position differs by 118 mm) are excluded. Design contours are checked independently against points within contour coverage.",
    "Sewer: 12 structures and 11 \u00d7 160 mm Class 34 pipe runs from the issued longitudinal sections and coordinate tables. Issued IDs SR1\u2013SR12 display as SR-1\u2013SR-12 for viewer compatibility. SR1 and SR2\u2192SR1 are on HOLD: the existing connection invert (drawn IL 1475.950) must be confirmed on site. Use the issued coordinate table where the sewer XREF differs.",
    "Stormwater: 27 structures (SW1\u2013SW28; the issued table has no SW22) and 26 pipes from the C3175-920-002 structure table, which gives coordinates, pipe sizes, IN/OUT inverts and rim-to-sump depths. No stormwater long sections were issued, so natural/finished ground at each structure is not known (rim level blank). Pipe lengths are centre-to-centre along the drawn runs. SW1 is the outlet; eight structures start a run. At SW6 the two 750 mm arrivals are paired high-to-high (SW7 to 1478.853, SW19 to 1478.766), which gives the 1 % road-crossing fall the notes require; confirm on site. Water is a plan route only; existing water pipes are excluded.",
    "Cut and fill is unavailable: the package has a typical road section and sewer profiles, but no measured road cross-sections, road longitudinal section or surveyed natural-ground surface. Design contours must not be treated as natural ground.",
    "Village (SDP Rev C, issued for information): internal stormwater, sewer and water lines, five attenuation ponds, lot/kerb linework, township boundary and 28 fire hydrants are drawn from the plan PDF, aligned to the CAD model on matched manholes (median 0.3 m). Plan position only: no levels, pipe sizes, quantities or construction phases, and no village ground surface, so it is drawn at the height of the nearest road level. Subsoil drains, the 1:100 floodline and buffer zone are not extracted."
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