Council archive · source document
Attachment D - Stormwater Report · MCU18/0013
Attached to the e-mail Response to info request part 2 - MCU18/0013.
Very large file (10.7 MB): the original may take a few minutes to open or download. The page text below is quick to read.
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Notes. EAVE
1.Boundaries are compiled from IS266082. TOP RET WALL
2.Major contour interval is 1.0m, minor contour
interval is 0.5m. Contours and levels shown on this
BOTTOM RET WALL
plan are EXISTING SURFACE LEVELS which also TOP OF BANK
appear to be NGL. TOE OF BANK
3.Underground services shown hereon have been GUARD RAIL
depicted using surveyed surface features where
visible and council records where available. Additional OVER HEAD POWER LINES
underground features may be present. Contractors SEWER MAIN
undertaking excavation in this vicinty are responsible STORMWATER RCP
for the complete location of all services prior to
commencing any works. All contractors are required
TIMBER AND CHAIN FENCE
to have current DIAL BEFORE YOU DIG information
with them on site at all times.
4. No Council flood search has been conducted for the property
as part of this survey.
* Natual Ground Level is the ground level as defined by the relevant
planning scheme for determination of lawful heights.
Client: Horizontal Datum Drawing Number: Surveyed/Checked: 103 Wrigley St (Cnr Sugar Rd)
OWEN ARCHITECTURE ARK PO Box 5774 MAROOCHYDORE BC QLD 4558
Cadastral vide 166808-01-01 Drawn/Checked:
IS266082
Drawing Title: DETAIL SURVEY Sheet no.1 of 1 sheets. DRV/ARK Ph 07 5479 5311 Fax 07 5479 1289
Vertical Datum Revision: Date: Email [email protected]
Lot 794 on RP48111 14/06/2016
Web www.cadcon.com.au
AHD der vide
24 Arakoon Cres, Sunshine Beach OPM44265 RL27.686
Scale:
1:300 (at A3) ACN 098 201 828 Part of CadCon International Pty Ltd
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