Reps - 3479 HYDRAULIC SERVICES OPWORKS 120320

 

 

NOTE SURVEY:

THE DETAILED SURVEY HAS BEEN CONDUCTED

BY

DRAIN ROAD P/L, PETER BRAILSFORD

AT
25rd OCTOBER 2019

USING
CCTV CAMERA

EXISTING PROPERTY SERVICE WITH

CONNECTION POINT TO REMAIN. UPSTREAM
END OF BRANCH TO BE PROVIDED WITH
TERMINAL INSPECTION SHAFT AS PER
DETAIL. TERMINAL INSPECTION SHAFT TO
PROVIDE TRANSITION FROM @150 SEWER TO

100 INTERNAL DRAINAGE BRANCH.

15p,- 190mm C.M.B
<00, base wall to G.F.L slab
, =. CONCRETE PAD AT
FOR ZONE OF / FOOT OF STAIRS
INFLUENCE” REFER TO / / 190mm C.M.B
SECTION A/1 / — . ~__base wall based
/ £200 | G.F.L slab to be infilled 600mm Set down on garage slab
j / into C.M.B base wall to Garage F.L 300 high
mm hig
1000 CLEARANCE OF PROPERTY / from G.F.L rN
SERVICE AND CONNECTION POINT j / gener ONG ay GARAGE SLAB
FROM BOUNDARY REQUIRED / / DRAINAGE OF VILLA G.F.L SLAB Garage Floor level height
/
/ / G.F.L Floor level height RE 37.80
/ / NOTE: RL 38.40
/ REFER TO DETAILED BA
/ DESIGN DRAWINGS FOR

/
DENOTES 1 oourve———-—S—SC=~*™

BRANCH FOR SANITARY /
DRAINAGE OF VILLA2

LINE MARKS "ZONE OF INFLUENCE”
@ 45deg

 
 

 
 
 
 
 
 
   

SC point
RL 37.57

|.L1100mm
RL 36.47 ~

 

MINIMUM CLEARANCE FROM ALL
FOOTINGS OF THE BUILDING SHALL
BE 1000 AS PER QDC,MP1.4.
PROVIDED

1513 > 1000

REQUIRED.

 

 

 

 

  
 

SANITARY DRAINAGE LAYOUT.

 

 

 

 

 

Recess shw
45mm

190mm C.M.B
base wall to G.F.L

1000 CLEARANCE OF PROPERTY SERVICE
AND CONNECTION POINT FROM BOUNDARY

PROVIDED CLEARANCE FROM BOUDARIES
ARE 1200 AND 1604 >1000

 

DENOTES OUTLINE OF MAIN BUILDING SLAB

PART SITE PLAN 1:50

NOTES SEWER CONNECTION TO DUPLEX DEVELOPMENT PROPERTY:
EXISTING SEWER PROPERTY CONNECTION POINT TO REMAIN
OFFSET OF SEWER PROPERTY CONNECTION POINT TO NEAREST BOUNDARY

1.

2.

3.

LINE IS 1200 >100 (QDC, MP1.4)

PROPERTY CONNECTION POINT LEVELS ARE:

SURFACE LEVEL ——> $SL37.57
INVERT LEVEL ——> 1L36.47

TRANSITION OF 150 SEWER MAIN TO #100 PROPERTY DRAIN IS SHOWN ON

DETAIL OF TERMINAL MAINTENANCE SHAFT

REFER TO FULL DESIGNERS DRAWINGS SET FOR ALL ELEVATIONS, PLANS
AND SECTIONS OF PROPOSED DEVELOPMENT

REFER TO STRUCTURAL ENGINEERS FULL SET OF DRAWINGS FOR ALL
DETAILS OF SLAB, BRACING, FOOTING AND LOAD BEARING STRUCTURES.

1311

 

PROPERTY BOUNDARY

=
<
S
a
=
BS
\— 300 MIN
NK
|
Ur
iN
oe,
|
~N
S
oO
oO
3,
5
oO
_
mM
>
a
>
Zz
oO
m

———|-CENTRELINE OF SEWER

 

 

 

 

 

 

\.

7a LOCATION OF $150 SEWER
| Ge CONNECTION POINT ACCORDING Sewer
Va L< TO DETAILED SURVEY

"00min f -

1478 Po

Optional kicker bend
SOC-SP

SECTION (A
SCALE 1 : s0\ 1 /

Inline Chamber

DN150 reticulation

 

 

 

Class "D" cover
refer SEQ standard

Dwgs. o(\

 

 

125

 

 

 

 

 

Sealing cap with
handle (bayonet,
screw or RR roll fit).

 

 

 

Compacted embedment
material around riser,
accross trench and

150min 7 - #| 150min along trench.

 

o>. DN225
pad Riser shaft

Embedment material for
full tench width

DN100 property
connection to
SEQ Standard Dwgs

     
 

 

 

Mat -J *

 

 

 

 

 

 

 

 

 

 

Flow 3

Flat top taper

TERMINAL MAINTENANCE SHAFT
WITH PROPERTY CONNECTION AHEAD
TERMINAL MAINTENANCE SHAFT TYPE ”J1”

ACCORDING TO STANDARD DRAWING
SEQ—SEW-1314—2(B)

REFER TO STANDARD DRAWINGS BY SEQ WATER
PROVIDERS:

SEQ-SEW-1308-1

SERIES SEQ—SEW-1314 THROUGH SEQ—SEW-1316

4 Adjust MS to pipe gra

 
  
   
 
  

  

 
    
     
     
       
         
       
    
 
   
 
 
 
   
 

190mm C.M.B
base wall to porch

Notes:
1. All dimensions in millimetres
2. All connection types shown are applicable

C.M.B
base wall
footings

to VC, PVC (Solvent weld) and PVC (rubber ring)

pipes unless otherwise shown.

3 Install branch connection and property connections

(as shown) in riser shaft (drop junctions) where

Shown in design drawing.

9
de by tilting chamber. Max

deviation from vertical of the riser to be 1:10 or.
a maximum of 300 at surface. Use kicker bend if

required to adjust riser to vertical.

 

DATE AS PER TITLE BLOCK

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED

 

FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

Amd

Description

Date

 

 

 

 

 

 

 

 

 

 

A | SURVEY

 

NOTE ADDED

19-11-19

 

Issue

Notes

Date

 

For Development Approval

 

For Building Approval

01-11-19

 

For Tender

01-11-19

 

For Construction xX

(01-11-19

 

As Constructed

 

 

 

 

E Hydraulic

 

Va

CONTACT:

Reinhold Koenning MigAust AHSCA

PO Box 181

Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333

 

CLIENT :

J & R THOMAS

 

DESIGN BY:

\

(PROJECT:

TRACEY DOWDEN

5 VENTURA STREET
SUNRISE BEACH
DUPLEX

A

 

DRAWING TITLE:

UNITYWATER
SEWER
CONNECTION
DETAILS

\S

S

 

Design| RH.| Checked] Ch _| Date

01-11-19 | Dwg. No.

 

 

\ SCALE: 1: 50 ON Al U.N.O.

 

3 of 3

3479—OP3

 

AMD.

 

 

RPD:—

LOT 114 RP 132135