06/0159 - Copies of design plans and A3 amended per fax dated 19/10/06 [As Published] · 142006.159

 

 

 

 

 

 

Callaghan & Toth

Civil, Environmental &
Hydraulic Engineers
2/41 Sunshine Beach Road
NOOSA JUNCTION 4567

Ph: 54749081 Fox: 54749041
wew.callaghanondtoth.com.au

PIPELINES . 6. House connection jump—ups on sewers deeper than 2.0m shol
1 All sewers are to be 150mm dia. UPVC Class "SMB ~ AS1260 — rubber ring jointed reinforced drop junctions.

unless noted otherwise. For sewers deeper than 3.0 metres, uPVC Closs 12 pressure

pipe to ASI477 shall be used. **Inside edge of Closs 12 pipe to be chomfered to 7. Al HOB, fo be Type A P or F or MH Stub and constructed

 “Sugdon” fibreglass

 

i
SEWER NOTES: | (~

 

provide o smooth transition of flows when used in conjunction with other classes of hh Noosa Council Stondard Drawing 98211.
Pipes and fittings.

2. Alignment unless otherwise noted shall be

{
8. All work on existing sewers to be performed by Contractor unless otherwise directed by

 

 

 

 

 

 

 

 

 

 

 

 

 

 

the Water and Sewerage Works Manager and actual cost including lobour and moterials shall

— 1.50m inside front boundary of allotments . be met by the developer. : dotum AKD

— 1.50m inside rear boundary of allotments ! drown 6M

— 1,00m from side boundary of allotments : 9. Pumping stations shall be instotled in occordance with NC Std Dwg Nos, 9823 Origin (BM) BoM. 13787

; _ to 9830, 9832 to 9841. checked J} AK gin (BM) RL I

. 5. Bedding for pipelines shall be washed Smm~tOmm screenings or Mary River Sand Rising main marker shall be installed in accordance with NC Std) Dwg No 98428.

with a minimum of 75mm below ond above pipes. . : .

'n coastal sand terrain, excavoted material may be used for bedding subject to the 10. Manholes shall be eset 1070mm dia. unless otherwise noted ond constructed in approved

approval of the Shire Engineer. accordance with NC Std Dwg Nos. 9822C, 9843 ond 9848A They are to be fitted with SURVEYED BY

600mm dio ductile iron cover and frame. Haverstock (LA500D) or equivalent. JONES FUNT & PIKE
4, Minimum cover for sewer pipes shail be 0.9m for allotments and footpaths and 11, The FSL shown on Sewer Plans & Sewer Loncitudi i ish Li PHONE 54432500
. : gitudinal: Sections is the’ Finish Lid Level of Manhole. PHONE 24482000 CYS
SITE LOCATION PLAN N.T.S. 1.2m for roadways. Unless stated otherwise on pions. However the Finish ground Levels should be confirmed with the inspector before
work commences & adjustments made if necessary to leave Manhole Lid just proud fr. ‘\
Oe NETON BRANCHES in lots and flush with footpath when in walking areas. project
lermination of Invert Level of House Connection Bronches

The following criteria are io be taken into account when setting the invert level of an 12. Sewer inspection shafts shall be constructed in accordance with NC Std Owg No 9843 and 9849. PROPOSED SEWER DIVERSION

House Connection Branches They are to be fitled with 600mm dia ductile iron cover and frame. FOR UNIT DEVELOPMENT AT

— Depth to Inspection invert opening shall be between 0.6m and 1.5m; Kaverstock (LAS00D) or equivalent. . 128-132 PIE

- inspection opening shall contro! the allotment at a grade of 1 in 60 with . | — GYM TERRACE

 

DRAWING INDEX 300mm cover at head of drain

~ Depths in excess of 1.5M are not acceptable;

 

$$$ $  _S

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0619-1 A SITE PLAN & SEDIMENT/EROSION CONTROL ~ are to extend a minimum of 1.0 metres into property; | Client
0619-2 A SEWER LAYOUT PLAN ~- are to be 100mm diometer unless noted otherwise; |
0619-3 A SEWER LONGITUDINAL SECTION - LO. inspection shoft to be extended to 300mm below finished surfoce tevel LIVER ERTII
(HCB type P and F only); t NC 0 PROP ES PTY LID
- marker tape shail extend from the 1.0. to the surface level, ‘ 4
‘ nT |
& a.
. ‘ title
“ LEGEND: SITE PLAN &
SEDIMENT/EROSION CONTROL
ye SEDIMENT FENCE OR CONTOUR MOUND 10 DETAIL EEE EEGtbeeeeeieeeeee amen
2 LOCATED AS DIRECTED BY SUPERINTENDENT Se
5 (ERECT BEFORE EARTHWORKS)
8S KERB INLET SEDIMENT TRAP TO IPWEAQ DO041 A
V . REQUIRED DURING CONSTRUCTION | LOTS 123 & 9 on MCH3881
165
SPI7I769 . Parish of TEWANTIN
os \ Se 2 County of MARCH
5 2 Soh 0. ‘
sp173769\ SS 5 7 < o ' NOOSA SHIRE COUNCIL
S S 4
A Locality of NOOSAVILLE
as on SEDIMENT & EROSION CONTROL CHECK LIST ty
5 = ~ \ cp ISSUE MANAGEMENT COMMITMENT 1 \ )
le : By, GTP103058 - ~
yl I CEs SG x OBJECTIVE / TARGET Comply with all statutory regulations and maintain SCALE
[ % xo them during earthworks/construction. t
aw ale 3 2 Comply with the erosion ond sediment control a QS 10 1320.25 Meter. 50
! / | | = McH3B81 \G
; 3 - scole SCALE SHOWN IS ORIGINAL ORAWING SCALE
MCHIBB2 - 9 woHage! &, SEDIMENT FENCE SECTION MANAGEMENT STRATEGY Site foreman to identify and check direction of storm water 1:1000(A3) _PO,NO, SCALE FROM. THS_ DRaMS
3 \ aS 1 Place on the toe of oll fill batt lond flows as shown on plan. Provide barriers ‘ond other Lee)
| nn | MCH388I MCH3884 where shown or directed b the En ineer. Measures shown on the plan to intercept storm woter flows —_——- —
x 2 These fences are not to be used 9 . rane end a table drains, ond intercept sediments REVISIONS
m for concentrated flows with catchments efore reaching gules. mt} revision details dote
a - greater then 2000 sq. m. : | ALTER MH _NVO2/02/01 LOCATION 10/06
TASKS / ACTIONS Erect sedimentation barriers es shown on the plons
BRACE STRAINER WIRE before commencing earthworks or drainage improvernents.
TE TOP & BOTTOM Ploce rock weirs in table drains os soon as the drains
* ———_ FILTER FABRIC FIXED TO FENCE are cut. ‘ ;
AND EMBEDDED INTO | C J
7 aLTON GROUND MIN. 200mm PERFORMANCE INDICATORS Site foreman to check that sediment fence and rock weirs
f{- — PROVIDE OVERFLOW WEIR 0.5 WIDE ore trapping the flows after rain. Ensure no byposs occurs. FILES
— FLOW WHERE BACKUP FLOW IS f COMPUTER DIRECTORT
UKELY TO OVER-TOP WEIR FREQUENCY / DEADLINE Site foreman shall monitor performance and repair damage % JOBS\CT\0619
° 4 . © IC:\KEAYS \JOBS\CT\|
after every storm until grass is estoblished. Sediment shall
Il be removed before it reaches overflow level. {
STAR PICKET OR 50 x 50 HW STAKE
N RESPONSIBLE PERSON The Principal Contractors foremon shall be
I responsible for inspections. |
. Provide turf protection to batters subject to 14
catchment lengths greater than 3m. . REPORTING / REVIEW Site Foremon to advise workers: if they notice [any Sreet_|_of_3 _sheets
Loy continous strips @ 3m centres along contour lines. barrier requiring repair, report it to foreman. |, drawing number
. Check & ir st torm. . —
2. Chee! repair structures ofter every storm CORRECTIVE ACTIONS Site foreman is to repair any domaged bartiers 06 1 9 0 1
3. Remove sediment fence only offer new grass is established. dolly. Replacements ore to be purchosed as required. C A z
. dote 27th Sept 2006