2016008949 Approved Drawings - Signed

2016008949

Nov 22, 2016


[OCR of page images]
PLOTTED 1411 2016

 

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MH / MS COVER TYPE
MH/MS TYPE P2 12000 P2 12000 Pi 10000 EX NOTES:
7.__ REFER TO PROJECT COVER SHEET FOR GENERAL NOTES
A Ex
BRANCH DROP TYPE o A 2. ALL LEVELS, CHAINAGES & DISTANCES IN METRES.
BRANCH LINE NUMBER 3. REFER SEQ-SEW-1200 SERIES FOR BEDDING & BACKFILL REQUIREMENTS.
PROPERTY CONNECTION TYPE Ba EX 4, REFER SEQ-SEW-1300 SERIES FOR MAINTENANCE STRUCTURE TYPES AND.
DROPS AND FOR NUSEWER COMPLIANT APPURTENANCES.
HOE UDINAL SECTION ORIENTATION DRAWN TO = 5. REFER SEQ-SEW-1106 SERIES FOR PROPERTY CONNECTION TYPES.
Q 6. _ DETAILS OF COMPOUND BENDS ARE TO BE SHOWN ON DESIGN DRAWINGS.
MATCH DIRECTION OF LAYOUT PLAN. =
ALL EXISTING SERVIGES ARE INDICATIVE ONLY AND = S = m » 7. BORED OR JACKED SEWER PIPES ARE TO BE IN ACCORDANCE WITH
ARE TO BE CONFIRMED ON SITE PRIOR TO . = 3 [2 2 SEQ-SEW-1402-1 AND SEQ-SEW-1403-1, INCLUDING ENCASING PIPE AND
CONSTRUCTION 3 a z FS = 3 SEWER PIPE.
8 a | | 3 | 35
alg “lg a, | 2 g ls 2 LEGEND
ap |e 3 ' = 3s FP ERGE
sie Slo ZS | 2 1 oe PP RIVATE PROPERTY
=|/8 gle alo ( €| a | & R END RADIUS (HOR, VERT, COMP)
els B|S rie | |g & SRB = SHORT RADIUS BEND - 0.75 RADIUS
Os as gIs | Sle ‘e¢ L = BEND LENGTH
= 9
\ |g | 2 LEGEND - MAINTENANCE COVER TYPES
ee a ~ blz 1g
a ~~ s+ +e gis a = CLASS B NON-TRAFFICABLE
SRE ce @ = CLASS D TRAFFICABLE
PROPOSED SEWER LINE 1 | WT TTS eg ;
Loe tt be
EXTERNAL DROP | PROPOSED SEWER LINE 1 PROPOSED EX.0150
‘SEWER LINE 1
NoTE:
EXISTING INVERT LEVEL
qd qd TO BE CONFIRMED ON SITE
DATUM: 0.000
ADJACENT PROPERTY BELOW NEW BASEMENT. BELOW
PROPERTY DESCRIPTION FOOTPATH
PIPE NOMINAL DIAMETER (DN) DN‘150 PVC-U DN150PVC-U DN150 .
TYPE, CLASS PVC Unitywater
——— = - 30 16008949
23.600 60.000 5.600 File No:
LENGTH
EMBEDMENT TYPE TYPE 4 TYPE 4 TYPE 1
g gle zie sig
DEPTH OF INVERT BELOW FSL s R28 5/s als
3 sls cls als
INVERT LEVEL (IL) R S18 B38 SIS
o ols oles oles
2 2 2 2
FINISHED SURFACE LEVEL (FSL) = 8 8 g
8 g 8 8
EXISTING SURFACE LEVEL (ESL) = 8 = g
3 2 2 2
CHAINAGE (CH) g 8 g g
me nN oO ©]
LINE NUMBER: LINE 4
LONGITUDINAL SEWER SECTION DISCLAIMER
HORIZONTAL SCALE $2200, VERTICAL-SGALE 1308 WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE INFORMATION.
PROVIDED IN THIS DRAWING/DESIGN WAS ACCURATE AT THE TIME IT WAS
COMPILED, AS PART OF Q.U.U's “AS CONSTRUCTED" RECORDS, IT REMAINS THE
RESPONSIBILITY OF PROPERTY OWNERS AND THEIR CONTRACTORS,
SUB-CONTRACTORS, EMPLOYEES, SERVANTS AND AGENTS AS APPROPRIATE IN THE
CIRCUMSTANCES TO MAKE ALL REASONABLE EFFORTS TO ASCERTAIN THE PRECISE
LOCATION OF EXISTING INFRASTRUCTURE INCLUDING WATER MAINS, SEWERS AND
DRAINS BEFORE UNDERTAKING EXCAVATION OR CONSTRUCTION WORK.
USERS OF THE INFORMATION SHOULD BE AWARE THAT SINCE THE ORIGINAL
RECORDING OF THE DEPTHS IN RELATION TO GROUND LEVELS, CHANGES MAY HAVE
OCCURRED AS A RESULT OF SUBSEQUENT WORK OR ACTIVITIES INVOLVING FILLING
OR EXCAVATION. CONSEQUENTLY, QUEENSLAND URBAN UTILITIES AND vT
CONSULTING ENGINEERS TAKES NO RESPONSIBILITY FOR ANY APPARENT ERROR
OR INACCURACIES THAT ARE SHOWN TO EXIST AS AT THE DATE INFORMATION WAS.
PROVIDED OR AT A LATER DATE.
‘THE ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF OTHER PUBLIC UTILITIES.
2 CuENT seve 1:400, 1:200 prawn JC PROJECT OB Ne
25. SHEETSZE A DESIGN AVT TEWANTIN - NOOSA RSL 16144
o g83 oa AHD ECKD AVT 1 MEMORIAL AVE, TEWANTIN QLD 4565
C_ [14.11.16] FOR APPROVAL AvT | AVT ame 8 gs & ‘APPROVED. DRAWING TITLE DRAWING No. REV
2 en. <1") wT CONSULTING s3é52 SEWER RETICULATION LONG SECTION c004 ¢
SCALE THO EAE AOU A_ [1410.16] FOR APPROVAL sc Av ENGINEERS soReSs
rev | ate AMENOMENT ov | ae NOT FOR CONSTRUCTION