OPW16/0104 - Approved Plan

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0104 27 MAY 2016


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NOOSA COUNCIL
APPROVED PLAN
OPW16/0104 27 MAY 2016

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MANHOLE No.

 

 

 

 

MH/MS COVER TYPE 0
MH/MS TYPE ® °
BRANCH DROP TYPE < <
BRANCH LINE No.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

—w w « w w w w " PROPERTY CONNECTION TYPE
UAUNCH/RECIEVAL PIT / le
————— i
21 | |
r yoy LEGEND
i rT @ PROPOSED SEWER WANHOLE WN
g / les © ——_ PROPOSED SEWER WAWTENANCE. SHAFT |
Ke “ime © —__ BwSTING SEWER MANHOLE |
/ ili —S—  pRoPosen sewer
Q { it —S— _ ENISTING SEWER
x 20 ~=S—— SEWER TO BE REMOVED |
| t PROPOSED SEWER MANHOLE NUMBER |
ae
" { oy || EXISTING SEWER MANHOLE NUMBER | J S
Aw 90050 REMOVABLE PANEL. WITH
of ao Reet
{ 5P171604
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|
wa3 Approval relates to z a |
P9512 H a — 9 i
95126 gow general alignment of g) F! |
kK | ‘| | THE Locanon avo OgPTH OF == | |
THE EXISTING 1! SEWER LINE If
wy SowWetimalnen y TO BE CONFIRMED PRIOR TO ms |
START OF CONSTRUCTION 4
ge
2 |
| =; [00
3 CAP AND SEAL =! 0.50 Sewer wr
ra g-* 4 EXISTING SEWER a
| 7 caer
Seven wn rm, uSt 680 s—is arr :
SL 9.05 f y | PROVIDE NEW 9008 ‘TYPE G’
| 3 MAINTENANCE HOLE tort EXISTING SERVICES NOTE:
® +S. 8.17 | OBCH 3.484 8
CONTRACTOR TO CONFIRM 659 TYPE A2 VENGE, ALL SERVES ARE TO BE CAREFULY g
|| | }—~ INVERT LEVEL & LOCATION 93128 DIA ONTO 6 =
0 LOCATED PRIOR TO COMMENCEMENT OF
WNOKATVE DIRECTIONAL PILLING OF EXISTING SEWER PRIOR USIL 6.520 CP861962 prep 3
* AUNCH/RECIEVAL, PIT TO. COMMENCEMENT OF LOT 1 DSIL 6.500 8
| bs ial HCL 1.000 g
cip104779 | | HC DEPTH 1.31 z
=| | — NOTES: 5
| 1. ALL LEVELS, CHANAGES & DISTANCES IN
y METRES,
4 8 \ 2. REFER sea-sew-1200 SERES FOR QUU
xO | BEDDING & BACKTILL REQUIREMENTS.
| © [XRL_7.98 3, REFER SEQ-SEW-1300 SERIES FOR QUU
ob | MAINTENANCE sais TYPES & DROPS OATUM_R.L. 0.00
AND FOR NUSEWER COMPLIANT
, 8 640 APPURTENANCES. PROPERTY DESCRIPTION AR
3 4, REFER SEQ-SEW=1106 SERIES FOR QUU
————" eee if ly 93128 PROPERTY CONNECTION TYPES. PIPE NOM. DIA, TYPE, CLASS 1608 PE100_SDR21
BUP! 1060 = GRADE 1_in 51.84
\
LEGEND: este LENGTH 0.663 45.544
= ROS
SEWER WORKS PLAN fe Bele RAOUS TOR, HORIZONTAL DIRECTIONAL ORILLING
R = BEND RADIUS (HOR, VERT, COMP)
SRB = SHORT RADIUS BEND ~ 0.75m RADIUS EMBEDMENT TYPE
L = BEND LENGTH
SCALE 1:200 oO 2 4 6 8 10 g ~ CLASS B NON-TRAFFICABLE
(at size) = CLASS D TRAFFICABLE DEPTH OF INVERT gis 3 gl8
BELOW FSL N18 3 5
EXISTING SERVICES
GONTRACTOR TO CARE MAINTENANCE HOLE TYPES: 8 2 8
CONTRACTOR TO CAREFULLY LOCATE ALL ‘ALL WATER AND SEWER CONSTRUCTION WORK 5m COMERETE OaGRD (LEPT : 3 B\8
TRAFFIC PLAN EXISTING SERVICES PRIOR TO EXCAVATION 1S TO COMPLY WITH THE REQUIREMENTS OF G = CONCRETE 0.9008 (DEPTH TO 3.0m MAX) INVERT LEVEL 5 5 4 B's
PRIOR TO COMMENCEMENT OF WORK, COMMENCING ON SITE. THE QUEENSLAND WORK HEALTH AND. SAFETY F = CONCRETE 1.2008 (DEPTH 3.0-4.25m)
CONTRACTOR TO ARRANGE FOR A TRAFFIC ACT 2011. CONTACT THE OMISION OF X = CONCRETE 1.2008 (DEPTH > 4.25m) FINA is A
PLAN AND GAIN APPROVAL FROM PLANNING WORKPLACE HEALTH AND SAFETY FOR MS = PE 0.6008 NAL 8 a 8
AND TRAFFIC BRANCH. or INFORMATION. PHONE 1300 362 128. SURFACE LEVEL N 5 a
‘ALL EXISTING REDUNDANT SEWER
CONNECTIONS AS SHOWN ON DESIGN PLANS MAINTENANCE HOLE SPECIFICATION: EXISTING. 8 3 Q
PRE-START MEETING ARE TO BE SEALED AT THE MAIN BY THE ENVIRONMENTAL PROTECTION SPECIAL CLASS CONCRETE (WSA PS - 358) SURFACE LEVEL (ESL) x q S
WESTERA PARTNERS TO BE CONTACTED AT CONTRACTOR IN ACCORDANCE WITHA VALID ‘ALL ENVIRONMENT PROTECTION MEASURES STRENGTH CLASS 40MPA
LEAST 2 DAYS PRIOR TO COMMENCEMENT OF NETWORK ACCESS PERMIT UNDER THE SHALL BE IMPLEMENTED PRIOR TO ANY AGOREGATE SIZE 20mm -
CONSTRUCTION FOR A PRE-START MEETING. SUPERVISION OF UNITY WATER AT THE CONSTRUCTION WORK, INCLUDING CLEARING, SLUMP 0~120mm CHAINAGE 8 3 5
PHONE 3852 4333 DEVELOPERS EXPENSE. COMMENCING. CALCAREOUS AGGREGATES a 3 g
LINE NAME 1
10 15 20 25
SEWER LONGITUDINAL SECTION (eS a +|
(Al SIZE) 1:50 VERTICAL
05 10 15 20 25
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PARTNERS Level 7 Wel St, Southport LL. 9. : —_ - REVISION
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R er tacit (aremeoucps ons nals eaneaunirtsora my narc| ¢ | 0706.15 |RPEO CENIFEATEN AOOED TO PLAN vocation LOT 838 on FSS128 DATEDRAWN APR 2016
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awenwavesterapartners.com.au | ABN 52 097 417 975 T gpeere aoa IF ozs 8O18 | crncrYcOMPLT VAT TECOMTRNCTOGCIRANIE” | A_| 16.08.18 | REVISED SEWER DESIGN CLIENT B. MONAHAN WESTORA PARTUERS PTY. FILENOME seat B15/001 S