qartaba homes surveyors, engineers & water servicing ... · 26/2/2019 · basin1 213.621...
TRANSCRIPT
BASIN1
0.000
24.075
30.000
212.853
213.621
15.000
30.000
45.000
60.000
75.000
90.000
105.000
120.000
135.000
150.000
165.000
180.000
195.000
210.000
0.000
13.001
215.756
216.524
15.000
30.000
45.000
60.000
75.000
90.000
105.000
120.000
135.000
150.000
165.000
180.000
195.000
210.000
SA
G 90.681
89.534
115.534
138.813
187.534
213.534
-15.000
15.000
30.000
45.000
60.000
75.000
90.000
105.000
120.000
135.000
150.000
165.000
180.000
195.000
210.000
225.000
SAG -10.725
CREST 0.000
SAG 210.717
13.602
15.000
30.000
45.000
283.884
283.884
240.000
255.000
270.000
300.000
315.000
330.000
345.000
360.000
375.000
390.000
405.000
420.000
435.000
450.000
465.000
480.000
495.000
SA
G 294.423
CREST 0
75.000
90.000
SAG 79.534
SA
G 8.372
BM NAIL IN FENCE POST
37.946
BM ON
HEAD WALL
RL 37.011
BM NAIL IN
POWER POLE
RL 37.348
SEE SHEET
59&60
DOWN BATTER 3(H):1(V)
0.000
10.000
BM DH IN
PIT
SURROUND
37.428
BM DHW
38.957
PM 29837
RL 38.102
(AHD
ORIGIN)
PM 29838
RL 38.454
SA
G 90.681
45.000
60.000
75.000
90.000
105.000
120.000
135.000
SA
G 1
08.676
6
0
0
d
ia
0.000
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2
.1
3
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10.000
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30.000
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0
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0
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0
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0
0
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INSET
WAINE MITCHELL
4
R.S.
70
FOR THE PROPOSED SUBDIVISION OF LOT 11&12 DP 522165, LOT A&B
DP 364087, LOT 16 SECT P DP 712, LOT 17 DP 660227, LOT18 DP 656972
MCCULLOCH STREET, RIVERSTONE L.G.A. BLACKTOWN
C.W.
C.W.
M.G.A.
M.L.Z.
M.L.Z.
AHD
-
- 14517
QARTABA HOMES
ENGINEERING PLAN
CC31/08/2016
CC ORIGINAL ISSUE FOR CONSTRUCTION 31/08/2016 -
8
A
7654
B
C
D
321
A
B
C
D
E
F
G
H
SHEET
OF
PROJECT REFERENCE:
8
SHEETS
TITLEDATUM:GRID:
DRAFTING CHECK: HORIZONTAL RATIO:
REVISION:DATE:
7
PROJECT MANAGER:DESIGN CHECK:
6
VERTICAL RATIO:
SURVEYED:
DRAWN:
Surveyors, Engineers & Water Servicing CoordinatorsNorth Western Surveys
DESIGNED:
54
Phone: 9831-2040 Fax: 9622-5716 Email: [email protected]
1/11 Romford Road, P.O. Box 1045, Blacktown N.S.W. 2148
E
F
G
CLIENT/ PROJECTBAR SCALE
APPR.
32
DESCRIPTIONREV.
H
1
DATE
THIS PLAN MUST NOT BE USED FOR CONSTRUCTION UNLESS
SIGNED AS APPROVED BY PRINCIPAL CERTIFYING AUTHORITY
THIS DRAWING IS SUBJECT TO COPYRIGHT. IT MUST NOT BE REPRODUCED IN WHOLE
OR PART WITHOUT PRIOR WRITTEN CONSENT OF NORTH WESTERN SURVEYS Pty. Ltd.
EXISTING KERB
EXISTING KERB
EXISTING EDGE
OF BITUMEN
EXISTING PIT
AND PIPE TO
REMAIN
LIMIT OF WORKS
TRANSITION TO
EXISTING PAVEMENT
EXISTING EDGE
OF BITUMEN
HEAD WALL
PROVIDE GUIDE POSTS
AT 5m CENTRES.
PROVIDE 1m HIGH HANDRAIL
AROUND HEADWALL MAKE SMOOTH
WITH EXISTING WATER COURSE
JO
IN
T
O S
HE
ET
3
LIMIT OF WORKS
SEE SHEET 31
FOR TRANSITION
DETAILS
CAPPED
END
PROVIDE SCOUR
PROTECTION AND VELOCITY
DISSIPATER, min. 0.5%. MAKE
SMOOTH JUNCTION WITH
EXISTING TABLEDRAIN.
PROVIDE PINNED DOWN
TURF TO TAILOUT.
HEAD WALL
PROVIDE 1m HIGH HANDRAIL
AROUND HEADWALL MAKE SMOOTH
WITH EXISTING WATER COURSE
SEE INSET
FUTURE MAINTENANCE ACCESS
RAMP 4m WIDE TO BE
CONSTRUCTED BY OTHERS
PROVIDE 1% REVERSE
CROSS FALL
CONNECT
EXISTING Ø900
PIPE TO NEW PIT
REMOVE
EXISTING PIT
AND Ø375 PIPE
PROVIDE GUIDE POSTS
AT 1.5m CENTRES.
SEE SHEET 52 TAILOUT 1
LONGITUIDNAL SECTION.