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OPW14/0197 Approved Plans Part 3 (N13078)
Plans and drawings
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Log in to see the plans as drawn MANHOLE/END NAME 0/,) ~c::0 (Xl CJ CJ C/,)
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60
MANHOLE TYPE & OROP 12 Ii 12 Ii 12 Ii 12 ~ Ii .!I~
~ SEWER NOTES:
LID TYPE
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Q , Q Q Q Q Q
1. WHERE SEWER RETICULATION CROSSES UNDER CONCRETE
- - -
...... : ......•
....
JUNCTION LINE & DROP I I SLEEPER RETAINING WALL. RETAINING WALL POSTS AND
FOOTINGS TO EXTEND MIN. 300mm BELOW SEWER.
I iii iii iii iii 2. WHERE SEWER RETICULATION IS ADJACENT TO CONCRETE
DEPTH TO HC 1i 1i I 1i ~ ~ ~ ~ ~~ •..• SLEEPER RETAINING WALLS CONCRETESLEEPER
I RETAINING WALL. FOOTINGS. POSTS AND OTHER
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HOUSE CONNECTION ~; iii".., I.,,,,
1-- ASSOCIATES RETAINING WALL MATERIALS TO EXTEND
~ ~ ~ ~
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~
INVERT LEVEL ! " "'''' lBS2 is!!!~ MIN. 300mm BELOW TO ALLOW FOR ANY FUTURE
HC TYPE s I ~
";8 '"C3 " "C3 :::;0
;;
- ~ 1 a;0 1:::; 3.
POTENTIAL EXCAVATION.
CONTRACTOR TO ENSURE A MINIMUM DISTANCE OF
600mm BETWEEN THE OUTSIDE OF SEWER HAINS AND
HC LOT No III i\ C3 ;:'! ~ ;0 ;:l ANY BORED HOLES.
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CH. FROM O/S MH g ~ I "
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LEGEND )1 ) /
STROCTURE TYPE / I
9000 CONCRETE LOCATED IN PROPERTY CONNECTION
G BOADS, FOOTPATHS OR LOTS. I TABLE
DEPTHc3.001ll I TYPE A
12001Zl COtKRETE LOCATED IN
F ROADS, FOOTPATH OR LOTS. I SUN~' 'RD & EXTENDED 4) On
X
3.00mcQEPTH.l,.25m
1200lZl (ONCRETE LOCATED IN
ROADS OR lOTS. DEPTH~4.25••
I
I A1 ~
70'
L, 60
A2
600lZl PE MAINTENANCE SHAFT I
/'15 lOCATED IN FOOTPATHSOR LOTS IItl/J'lS ~I'ISlf
I
1.3DmcOEPTHc5,Om !. !-I:= A4
=
A3
I 60' 10' STORMWA TER I SEWER BRIDGING DETAIL - SECTION
!- .--- -
'va' ~ VERTICAL BEND
'H8' • HORlZa'll AL 8END
I TYPE B SCALE UO (AU
SLOPED CON'lftrlOtl 0 lOl ••• ~ SQOltl
STRUCTURE (OVER TYPE SCALE 1:40 IA3)
8 NON-TRAFFICABLE
o TRAFFICABLE
DIBOll TRAFFICABlE WITI1 BOLT DOWN
/1
I
B1 0.5~ S of:t B2
~1
MAIIUfNAMCE HIM gRO t PE ~I'IS I'I~~
1.20m
A FAU THROUGH t9't ~~ :
/
B3 0.50 0.50 110> B4
C
o
OBLI UE 45' BACKDROP
I EXTERNAL BACKDROP
/1:
: Ji
TYPE C
VERTICAL RISE .OSO.
.x.
--,-I
.x.
,~9
MAINTENANCE SHAfT DROP TYPE
~
,!t .J
MS-" BlA.B CONNECTION 120t'1l11/08VEATI
MS-B RISER CONNECTION(•• 7$OrIIm)
AT IO.ao CIlS I (1 (2
-----_./
.'7 ~..
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1. ALL PROPERTY CONNECTIONS TO BE 110e
UNLESS NOTED OTHERWISE
I I'IS ~~
o (ROSS ROAD IiOUSt: CONNECTIONS I (3 o~ 075", •• J C4
I
I
I
~ lli-f. .
SEWER MAIN
"--
~(ON('ETE
75mm BEDDING
PIE'
I SAND UNDER PIPE
I
ROADRESERVE AtLOTHCNT
STREET ETC
DIAMETER "' PEl" (lASS ~o,," 160 PE100'UASS SOR21 STORMWATER I SEWER BRIDGING DETAIL - ELEVATION
SCALE 1:20 (A11
I I, SCALE 1:40 IA3)
1: 10.00 • I: 10.00 1: 11.00 1: tOO,OO 1: 10.50 I: 3&.00
GRADE ;
JUNCTION INVERT LEVEL II : 8~~
I I
I I
I
PIPE SIZE
x = WIDTH OF CONCRETEPIERS lmml
FIRM/STIFF CLAY SAFE STIFF/VERY STIFF CLAY
I II I II BEARING >150 Pa. SAFE BEARING >200 Pa.
_VI _ ~1...1I 6000 - 10500 600 450
450 350
OEPTH TO INVERT !! :"~~!
12000 - 18000
!l~~! !5
INVERT LEVEL ~S!EI ~_'
"I", !"'I, ~ a~ ~ : ::.,1,,1
~~I;J
NOTE:
.,
OF SEWER GROUND CONDITIONS TO BE VERIFIED ON-SITE BY SUPERINTENDENT.
.,
IF LESSER GROUND CONDITIONSPREVAIL. SPECIALLY DESIGNED
DESIGN SURFACE ~1~1~1 ~ ~ IQ DRILLED PIERS ARE TO BE CONSIDERERD.
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LEVEL "'1"'1"'1 -
_L..'_I _ NOOSA COUNCIL
RUNNING CHAINAGE
LINE
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11 ~'2J1
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j4162
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APPROVED PLANS
010
.594m
16
OPW14/0197 3 OCT 2014
-•, •" ""
••• CoII.Ct ••••• .n
.l1li •••• "" Ot:f ••.•
~~~ .CALI: • 6/E1'M. I MIClIOI'UI f
SURVEYOR: RPS
~n
-~ aM PROPERTIES
BROWN ".."
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I-= e-._g -.-
DlU_ TIn.!
SEWER RETICULATION
------.-- -.
ll.oU.
1 INNOVATION PARKWAY, BIRTINYA
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IUJ.\Io UlCllaf1'"I'm U'lfLS .lJ'VlO£D ,l,e 'lQ1£S .100m.
Ph 101) 5436 78B8 Fax t01l S493 6630 LONGITUDINAL SECTIONS
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!,SOC 10 2a 41
C 91••.•• PlOO IIf{Q 10m BrttIn C '1 fWIl Pt llll SHEET 4 OF 4
\'10:0 H LAKE DO ON ELLA NOOSA
I'A
IlAltt:It'IllLIflEQ ~
N13078 Smart Consulting .,,'"
\eolI J, "lr ••••• """,,,"" WI '-'" 151$
RJjT ltO'AS IfIEQ7tu
STAGE Cl • C6 ~ 07Sol1Q9260 ~ Q1Sol7Om2
N13078-206
fIJI' til BDI.oU' Cf eIl(I.'l (I)lSllTJI. IOtDI PTT LTD
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