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24-7-19 Attachment F Rev Stormwater Mgmt Plan
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Log in to see the plans as drawn BATTER TO NATURAL
EXISTING
LEGEND PROPOSED
PROPERTY BOUNDARY
II II 5.00 MAJOR CONTOUR 5.00
II
II
II
II 7 II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
6 MINOR CONTOUR
BUILDING
TEMP 1 IN 2
II
7
BATTER
TEMP 1 IN 2
REFER STRUCTURAL
BATTER
RET WALL RETAINING WALL
ENGINEER DRAWINGS
TOP OF BATTER
FACE OF BATTER
TOE OF BATTER
APPROVED RETENTION METHOD SWALE DRAIN
REQUIRED TO EXCAVATE FULL CUT OFF DRAIN
EXTENT OF BASEMENT. EXTENT OF BASEMENT EXCAVATION
WITHOUT ADDITIONAL RETENTION TREE
TEMP 1 IN 2 METHODS INSTALLED
BATTER BOREHOLE BH1
TEMP 1 IN 2 CUT AREA
BATTER
FILL AREA
FFL 2.800
EXISTING
BUILDING
BEL 2.580 BATTER TO NATURAL
APPROVED RETENTION METHOD
REQUIRED TO EXCAVATE FULL
EXTENT OF BASEMENT.
BATTER TO NATURAL
NOTE:
RPEQ CERTIFIED D&C SHORING SYSTEM
RL 2.58 RL 2.58
WILL ENSURE SUPPORT OF NEIGHBOURING
BUILDINGS DURING CONSTRUCTION AND
6
OPERATIONAL PHASE.
EXTENT OF BASEMENT EXCAVATION
WITHOUT ADDITIONAL RETENTION
METHODS INSTALLED
RAMP 1:6
TEMP 1 IN 2
BATTER
TEMP 1 IN 2
BATTER
0 2 4 6 8 10
SL5.40
E SCALE 1:200 (A1) 1:400 (A3)
BATTER TO NATURAL E W S
FH
E
S S W S T 0 5 10 12.5
S S S E W T S
S
S S
E T S
S S W SCALE 1:250 (A1) 1:500 (A3)
S E T S
T W
S S
S S S E S
T W
S S S S
E S
T W
E
S E 18.07.19 ISSUED FOR APPROVAL ND MH
SW SW SW SW T W 6
SW S
6
SW SW SW SW E W D 12.07.19 ISSUED FOR APPROVAL ND MH
T
SW
IVE
S
SW
SW E W S
N N DR C 17.04.19 PRELIMINARY ISSUE KC MH
T
M A
HOF
W
E S
SW
B 24.08.18 PRELIMINARY ISSUE KC MH
W T
SW
E E SW A 31.07.18 PRELIMINARY ISSUE BCM MH
T
S
W W SW SW SW
ISSUE DATE AMENDMENT BY APP
E T S
SW
W COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
E
FH
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
W E T
S
FH
CONSULTING PTY LIMITED 2017 ©
W
E MPN Consulting Pty Ltd
DRIV
mpn
ABN: 39 062 191 799
39 Sherwood Road, Toowong, Qld, 4066
P: 61 7 3335 4555
consulting F: 61 7 3371 3196
BATTER TO FINISH 500mm E: [email protected]
WITHIN PROPERTY
RP BDY
CLIENT:
NOT FOR CONSTRUCTION
BATTER IS NOT TO ENCROACH ON NATURAL GROUND RIBARJA PROPERTY
RP BDY
RPEQ D&C SHORING SYSTEM ZONE OF INFLUENCE OF ADJOINING
TO BASEMENT EDGE STRUCTURES OR SERVICES HOFMANN DRIVE MEDICAL CENTRE
EX RL 6.00 EX RL 5.70
1
3.42
3.12
FINISHED FLOOR 2 BULK EARTHWORKS LEVEL HOFMANN DRIVE, NOSSAVILLE QLD
1
100 THICK SLAB (CONFIRM LEVEL - FFL 2
WITH STRUCUTRAL PLANS) PAD RL 2.580
CONCEPT BULK EARTHWORKS
20mm SAND DATUM RL0.00 PLAN
100mm CBR 15
BULK EARTHWORKS DESIGN: ND DRAWN: ND SCALES: AS SHOWN
PAD LEVEL - BEL APPROVED RETENTION METHOD TYPICAL EARTHWORKS SECTION
CHKD: APPRD: DATE:
REQUIRED TO EXCAVATE FULL SCALE 1:200
EXTENT OF BASEMENT. mpn JOB DRAWING No. REV
TYPICAL BUILDING PLATFORM DETAIL
N.T.S. 7700 DA.03 E
FOR APPROVAL
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