Council archive · source document
Development Application Part 2 - Environmental & Stormwater Management Plans · OPW11/0335
Plans and drawings: the text below has words only, no drawings.
Very large file (49.6 MB): may take a few minutes to open.
Sunshine Coast
HOW TO READ (Version 3.0)
W150
THIS HANDOUT IS DESIGNED TO ACT AS A SIMPLE GUIDE TO Road Name Water Connection
READING AND UNDERSTANDING THE INFORMATION LISTED I R7: ,Oak Way
ON A SEWER AND WATER SUPPLY PLAN AND DATA TABLE. W100 pf3.3:
Water Main Arrow shows direction
While care has been taken in preparation of both this handout and the plan you
received, Sunshine Coast Regional Council accepts no responsibility for the of pipe flow I
accuracy of any information. The applicant should rely on both checking of
formulas and workings out of information as well as field investigation in order Water Hydrant 0
to validate the information shown on the plan.
House Connection
IUSP186177
17SP186177
As Constructed Plan Details 18SP186177
MANHOLES
Asset ID Surface Elevation
MH30350 16.58 31SP186
MH30351 16.54
HOUSE CONNECTIONS
Asset ID Chainage Connection Length Surface Elevation Invert Elevation
HC37098 1.178 Lot and Plan Number
0 16.58 15.3
SEWER PIPES
Asset ID Invert Elevation Upstream Downstream Invert Elevation Pipe Length Pipe Diameter Pipe Material Material Class Sewer Pipe
P133807 14.41 13.71 64.5 150 UPVC SN8
P133808 15.21 14.45 61.81 150 UPVC SN8 Contact:
CUSTOMER SERVICE on
P133836 15.91 14.53 90.59 225 UPVC SN8
(07) 5475 8501
www.sunshinecoast.qld.gov.au
NOTE Calculating PIPE GRADE
HOW DO I DETERMINE THE DISTANCE FROM THE BOUNDARY
TO THE SEWER MAIN 7 While a majority of the plans are printed out in metric
units and to a scale, the customer should be aware To calculate pipe grade, divide the pipe length (L) by
This plan was prepared for purpose for indicating the position
that occasionally a plan maybe printed from an old the difference of the highest invert level by the lowest
To define an accurate location of infrastructure the following of Sunshine Coast Water's, water and sewerage infrastructure
Imperial plan and measurements are in decimal feet. It invert level of the pipe.
should be observed. This plan does not guarantee the location of only and should not be used for any other purpose. The water and
boundary pegs or fences. The owner will require to have a sewer information shown on the plan has been derived from either would then be up to the customer to convert the plan
from imperial units to metric. To demonstrate, the pipe grade for the above pipe is
identification survey and detail survey performed by a licensed field survey or historical detail plans thus the accuracy can not be
64.50
survey to accurately determine the distance from the boundary to the relied upon. In particular no reliance should be placed on the
14.41-13.71 = 0.7 therefore the pipe grade is 1:92
sewer main. The detail survey is used to locate the improvements information on this plan for any financial dealings involving the land.
on, above or under the land (i.e. Sewer main). This information has This note is an integral part of this plan.
to be related to the property boundaries of the parcel of land
therefore a identification survey is required, which identifies where IMPORTANT Calculating PIPE DEPTH
the title boundaries are. An identification survey will result in new
pegs or other markers being placed and measurements taken to the As Constructed Plans are to be read in conjunction To calculate pipe depth, subtract the invert level (IL)
improvements. with the data table at all times. The Asset ID from the surface level (SL). This depth is to the
corresponds found on the plan (page 1) corresponds to underside of the pipe.
the data listed in the Data Table eg. HC37098 relates If the diameter of the pipe is shown on the plan or is
to House Connections. known, this can be further subtracted from the depth to
find the approximate depth of the top of the sewer pipe.
T 1AIS\As Con DevelopmentU'DI-'Iixport'System Files\Plan Instructions Version 3.doc Updated on 29/07/2008
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