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Stormwater management plan 20220156 9 Kauri St SWMP
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Original PDF page 26, section 1. The text section number identifies this passage in the reader.
RETAINING WALLS TO STRUCTURAL
ENGINEERS SPECIFICATION
112.049
VIP RL 111.95
RL111.95
VIPRL
VIP
VIP RL 110.528
VIP RL 110.528
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) -24.5%
0%
955% 0% 32.5%
9.1%
VERTICAL GEOMETRY LENGTH (m) 0.92.18
0.15 21.03 0.31
1.59
DATUM RL = 107.300
110.528
110.528
111.950
111.950
111.950
111.950
112.049
FINISHED EW LEVEL
110.788
110.882
110.888
111.170
111.637
112.021
112.049
112.338
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
-0.259
-0.354
-0.071
1.062
0.780
0.313
0.000
CONTROL LINE CHAINAGE
24.502
24.807
27.987
3.469
1.14
3.32
10
20
0
A3 SCALE: H 1:500, V 1:100
LONGITUDINAL SECTION X-4
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
SUNSHINE GROVE PTY LTD TITLE: STATUS:
9 KAURI STREET BULK EARTHWORKS MATERIAL CHANGE OF USE
© ABN 89 647 469 707
COOROY, QLD, 4563 JARO BAULEKA SECTION #3 AND
RPEQ: 20693
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 10/08/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C33 20220156 A1 A
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