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MCU11/0078 Development Application part 1 of 2 IDAS Forms 1 & 6 Application Letter, Title & RP , Sewer Plan - 24 Stevens St, Sunshine Beach
Plans and drawings: the text below has words only, no drawings.
06
Unitywater HOW TO READ (Version 5.0)
AS-CONSTRUCTED SEWER AND WATER SUPPLY PLANS
THIS HANDOUT IS DESIGNED TO ACT AS A SIMPLE GUIDE TO Road Name
READING AND UNDERSTANDING THE INFORMATION LISTED
ON A SEWER AND WATER SUPPLY PLAN AND DATA TABLE.
Water Main
While care has been taken in preparation of both this handout and the plan you
received. Unitywater accepts no responsibility for the accuracy of any Sewer Pressure Pipe
information. The applicant should rely on both checking of formulas and
workings out of information as well as field investigation in order to validate the House
information shown on the plan
MH25248
IOSPf If 731
♦ TM'
As Constructed Plan Details
MANHOLES
Asset ID Surface Elevation
MH25260
MH25256 3.71
Q'
MH25248 3.72
HOUSE CONNECTIONS
Asset ID 10 Distance Connection Length Surface Elevation Invert Elevation
HC37008 2.9 3.7 3.82 2.46
SEWER PIPES
Asset ID Invert Elevation Upstream Downstream Invert Elevation Pipe Length Pipe Diameter
P127273 -0.57 -0.8 25.53 150
P127274 -0.86 -1.96 63.79 150
SEWER PRESSURE PIPES Material Use Pipe Length Pipe Diameter
PP1830 UPVC Rising 1273.4 100
NOTE Calculating PIPE GRADE
HOW DO I DETERMINE THE DISTANCE FROM THE BOUNDARY
While a majority of the plans are printed out in metric
TO THE SEWER MAIN'? To calculate pipe grade, divide the pipe length (L) by
This plan was prepared for the purpose of indicating the units and to a scale, the customer should be aware
position of Unitywater's, water and sewerage infrastructure that occasionally a plan maybe panted from an old the difference of the highest invert level by the lowest
To define an accurate location of Infrastructure the following invert level of the pipe.
only and should not be used for any other purpose. The water and Imperial plan and measurements are in decimal feet. It
should be observed. This plan does not guarantee the location of
sewerage information shown on the plan has been derived from would then be up to the customer to convert the plan
boundary pegs or fences The owner will require to have a To demonstrate, the pipe grade for the above pipe is
either field survey or historical detail plans. thus the accuracy can from imperial units to metric.
identification survey and detail survey performed by a licensed 6450
survey to accurately determine the distance from the boundary to the not be relied upon. In particular, no reliance should be placed on the
information on this plan for any financial dealings involving the land. 14.41-13.71 = 0.7 therefore the pipe grade is 1 92
sewer main. The detail survey is used to locate the improvements
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 identfies where IMPORTANT Calculatina 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 label from the surface level (SL). This depth is to the
(found on the plan - page 1) corresponds to the data underside of the pipe.
listed in the Data Table eg. HC37098 relates to House If the diameter of the pipe is shown on the plan or is
Connections known, this can be further subtracted from the depth to
find the approximate depth of the top of the sewer pipe.
B:,N'orkflmNOperational`.UnityvaterAt<sCon Operationd'.Templates`Plam Instructions Version 5.doc Updated on 22 i 11.2010
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MCU11/0078 Development Application part 1 of 2 IDAS Forms 1 & 6 Application Letter, Title & RP , Sewer Plan - 24 Stevens St, Sunshine BeachRelated documentApplication case desk ↗
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