N13078 - 2014.10.17 - 2 Of 2

 

 

MANHOLE/END NAME

LINE 3

 

LUNE 3

 

LINE

)

6

LINE 6

 

LINE 6

 

 

 

MANHOLE TYPE & DROP

ani
‘adiu
M!

tn
adiu
MS

adiuNS
MS

 

MS
MS-AK>
‘15m Hj
adiu:

MS
MS-AKS

tn
adiu\S
MS

an
‘adiu:

MS

adi

MS

MS
MS-AK=

MS

MS-Bh=

MS

 

 

 

 

 

LID TYPE

D

D

D

D
D

D
D
B

B

 

 

 

 

JUNCTION LINE & DROP

71
8

 

 

 

 

DEPTH TO HC

1.478
1300

1300
1300

2.142
1300
2.065
1300
1300
1300

1300
1.554
2.070
1300

1553
1300
1300

1300
1300
1300
1300

 

 

 

 

HOUSE CONNECTION
INVERT LEVEL

16,855
15.033

15.843
15.843

1750
10.142
11.450
12.379
14.204
14.170
15.227

8.914
8.660
11.745
12515

15.200
15.453
10.533

12.425
14,225
15.625
11M

 

 

 

 

HC TYPE

G

G

Al
Al
4H

B

 

 

 

 

HC LOT No

133 | Ch

BOG

Bt

37 | (2
138 | (2
39 | (2
140

144 | Ad

451] GB
16 C4
433

142 | C4
141

47) B

148)
ug} a
50} C1

 

 

 

 

CH. FROM D/S MH

 

14.207
14.207

25.717
as.7i7

16.300
35.000
36.489
0.492
6.720
7.690

2.818

14.207
14.207
14.207
14.207

25.199
25.199
0.000

25.000
45.000
68.000

 

 

 

 

LEGEND

STRUCTURE TYPE
900B CONCRETE LOCATED IN
G | ROADS, FOOTPATHS OR LOTS.
DEPTH<3.00m
1200@ CONCRETE LOCATED IN
F | ROADS, FOOTPATH OR LOTS.
3.00m<DEPTH<4.25m.
1200% CONCRETE LOCATED IN
ROADS OR LOTS. DEPTH>4.25m
600% PE MAINTENANCE SHAFT
LOCATED IN FOOTPATHS OR LOTS
1.30m<DEPTH<5.0m,

 

 

 

 

MS.

 

NOTE:
"VB" = VERTICAL BEND
"HB’ = HORIZONTAL BEND
STRUCTURE COVER TYPE
B | NON-TRAFFICABLE
D_ | TRAFFICABLE
D(BD) | TRAFFICABLE WITH BOLT DOWN
MAINTENANCE HOLE DROP TYPE
A__| FALL THROUGH MH
C OBLIQUE 45° BACKDROP
D | EXTERNAL BACKDROP
MAINTENANCE SHAFT DROP_TYPE

 

 

 

 

 

 

 

 

 

 

 

 
  

NOTES:

1, ALL PROPERTY CONNECTIONS TO BE 1100
UNLESS NOTED OTHERWISE

2, REFER N13078-206 FOR SEWER PROPERTY
CONNECTION TABLE

@ CROSS ROAD HOUSE CONNECTIONS

HC TYPE A

 

HC 133 - 130m DEEP IN LOT

   
 

STORMWATER

 

‘

 

HC TYPE A

   
 

WATER MAIN DN100

 

 

 

 

 

 

 

Yt fo bE etm

 

\
\
\
~

N
\AXN [tej py

HC TYPE A

|
) concrete BULKHEADS TO
SEQ. STD. DRG. 1206-1
1

a

4 5 BULKHEADS

| AT 10.00 (RS
|
|
|
|
|

 

 

|
|
|
|
|
|
K&
YON \

   
  

N
DATUM al 5.0

 

\

HC 146 - 1.30m DEEP IN LOT
HC 144 - 130m DEEP IN LOT

HC TYPE A

    
 

   

STORMWATER LINE
DN 375 (IL 10.46 approx)
WATER MAIN DN150

WATER MAIN DN1S0

 

 

>

 

\ fot |-f —_j- _|_ Lent

HC 142 - 130m DEEP IN LOT

HC TYPE A

     

   

DN 375 (IL 14.95 approx
WATER MAIN DNISD

STORMWATER LINE

 

 

 

 

 

 

_S

 

a YE

 

6 BULKHEADS
AT 10.00 CRS

|
|
|
\
\
XN

)

 

 

 

 

STREET ETC
DIAMETER
GRADE

1
ROAD RESERVE
T

1
ROAD RESERVE
T

TROAD RESERVE
T

1
ROAD RESERVE ROAD RESERVE
T T

1
ROAD RESERVE
T

1
ALLOTMENT
T

 

 

 

 

160 PE 100 CLASS SDR21

|
160 PE100 CLASS SDR21

|
160 PE100 CLASS SDR21

|
160 PE100 CLASS SDR24

160 PE100 (LASS SDR21

 

 

 

 

160 PE100 CLASS SDR24

|
4: 100.00 | 1: 100.00

|
160 PE100 CLASS SDR21

|
4100.00) 1: 100.00

DATUM al oo | )
|
|

|
i 1:970 | 1:42.00

4:75.00 4:75.00

1:

100.00 1: 100.00 4: 100.00 4: 100.00

|
4: 100.00

100.00

4: 100.00

|
£100.00 4:12.00

 

 

 

 

1
—

1:
—-

1

—-

]
]

1
—-

—-

 

 

 

 

JUNCTION INVERT LEVEL

1.456
1.496

8.192

 

 

 

 

DEPTH TO INVERT

2.274
2.280
2.288
2.264,
2.237

2.467
2.458
2840
2.244

1.823
2.037
2.096
2164
2A4
2371
1919
1.889
2.380

2.142

2.146
2.158
2732
2308
2.065
2.132
212
2.153
2.209

2.330
2329
2333
2316

2311
1.078
3.568
1.433

1537
7540
1.435
2.118

 

 

 

 

INVERT LEVEL
OF SEWER

13.940
13.946
BI5h
13,962
14.096

14.630
14.637
14.645,
14.653
14.902

7.486
1.623
1.647
7.610
1.139
7151

7.843
B549
13.579
14.147

1750

46k

  
 

7.164
7112
7.906
1450
11.456
11.606

14.192

14.170
14.176
84

 

14.442
8.222
8.265
10.400

10.449
0.463
10.585
16.296

 

 

 

 

DESIGN SURFACE
LEVEL

16.214

16.226
16.242
16.226
16,333

| sat | 2hoh |_|

3

   

11.097
17.101
71.093
17.143

4 49 | 233 ||

5

   

9,309
9.660
9.13
5.834
10.12

0.270
15.468

308
is
16521
9.892

9.902
9.922
9.903
10.214
1B515
13.587
73.606
13.625
13.815

16.500
16.505
16.517
16.508

16.753
9.300
11.833

11.986
12.003
72.020
18.414

 

 

 

 

RUNNING CHAINAGE

 

 

0.000

0.586
131t

2156

15.578

 

 

1496
2281
27.213

 

 

0.000
J om

     

0.000
10.327

18
18.995,
19.889

 

 

 

 

[20783
16.134
88.478

[Ls2z5_|

Lear
99.965,
0.000

 

| 2156

0.586
1371
15.578
0.000
0.586
1311
15.578

 

 

| %586_| (9902 | 1756 | 206.) _|
| 216 }/ 13625 _[ M472 | 2hi<| |

[2.156

 

756) 76.508 |

0.000
0.586
Tt

 

27.110
0.000
4.310

 

 

 

24540
B27
26.002
95.271

 

 

 

 

 

LINE

FILE; NIBO78-205.dwq_ DATE; 16-10-2014 TIME: 16.08

Pxref's: X-NBBOI8-TIT X-NIB078-BASE X-NIBO78-SEWER RETICULATION USR: Curtis Boorman

1311 14.207
RAI 4

1.570m
(ROAD HC CROSS CONNECTION)

1.496
R2,
570m
(ROAD HC CROSS CONNECTION)

M1
5

56.245 16.141 17.690

R20
594m

781

a

ai
nia
als
Sys
3

570m
(ROAD HC CROSS CONNECTION)

1371 1371 14.207

8LR:
070m,
(ROAD HC CROSS CONNECTION)

14.207
R2,

<t
SS

1311 [25.799
9 RZ

1.570m
(ROAD HC CROSS CONNECTION)

4.310

20.961 68.000

a]
S
oS

Ss

B
3
3

 

TARST | CALCS [ORAWN] _ DATE

LF eon

 

AMENDMENT DETAILS

i

DESIGN CHECK

 

NT_[2_[ 26.06.14 | VB1/10 MOVED MOVED CLEAR OF RETAINING WALL.

 

@ [ce | 16.10.4 [ SURFACE PROFILES AMENDED

1500 10

 

DRAWN CHECK|

 

sso00

 

 

 

 

 

 

 

O4zmzOzmE>
Palm o] oe] >

 

 

 

‘SCALE (METRES T

50 10 20M

A3

 

MICROFILM No. “CLIENT

SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA
Ph (07) 5436 7888 Fax (07) 5493 6630

QM PROPERTIES

 

‘PROJECT
PROJECT No.

N13078

‘APPROVED SHAUN PILCHER RPE. 14593
MATHEW HILL RPEG 1578

J we BRENT THOMAS RPEQ 7862

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LT0

 

 

LAKE DOONELLA NOOSA

STAGE C1 - C6

 

BROWN

Smart Consulting

Brown Coneutting (QLD)

Lal 3 16a

Teeghone 07 54709260
nt

(CONSULT AUSTRALIA

1g (QLD) Pry Ltd ‘Cua
ain ek Biting QLD Anti 4375 pane!
Foesinile 0754709282 Boeo
mmc Lc

Canam mance Opty Brg

DRAWING TITLE

SEWER RETICULATION
LONGITUDINAL SECTIONS
SHEET 3 OF 4

 

‘DRAWING NUMBER

N13078-205