Original source · versioned page text
RFI - 20210153 Maple St Civil Plans
Original PDF page 10, section 2. The text section number identifies this passage in the reader.
114.8
W
\
\ 20. INTERNAL CONCRETE TO BE 125mm THICK (EXCLUDING
S
\
\
AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE
W
\
1.8 FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND
\
(
11221.8
\
\
30 2 STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN
E
\ ( AS3600. SL72 MESH MIN 50mm TOP COVER TO AS1304. MIN
\
\
STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN
T
\
114.6
\ A UNIT 6 ( S 100mm BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION
\
\
\ BASEMENT FFL 116.50 ( ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE AND TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO
W
\
UNIT 3
225∅
GROUND FFL 119.44 SUBJECT STRUCTURE TO BE CONSTRUCTED TO.
12
\
\
STRUCTURAL ENGINEERS SPECIFICATION.
122.0.0
225∅
E
114.4
FFL 120.29
W
0.
\
119
(
\
122
5∅
2
S
22
LOT 1
225∅
\ \
122.0
W
\
(
.8
114.2
1 3
\
CONTRACTOR TO POTHOLE AND
E
(
\
B LOCATE DEPTH OF WATER SERVICES
\
T
12122.22.2
D
225∅
\
WITHIN VERGE AND ORGANISE
\
W
\
5∅
LOWERING OF WATER MAINS AS
\
22
4 RW
E
\
122
UNIT 7
\
REQUIRED TO ENSURE CLEARANCE LEGEND:
W
\
114.0
.2
40 A
\
S
\
BASEMENT FFL 116.50
\
W
4
2. 4
\ K
12 122.
\ S
GROUND FFL 119.44
E
119.2 8
\
119.4
\
\
\ ADJACENT BOUNDARY
\
T
\
A
5∅
22
\
119.6
\
\
RW
225∅
PROPOSED BOUNDARY
\
5∅
W
22
\
3.8
\
\
6
119.8
122.
6
\
E\
.97
\ 225∅
11
60
5∅
116.0 EXISTING MAJOR CONTOUR
22
S
0
981
W
60
0.
MY
122.6 45. 830
12
UNIT 8
68.
TC
W
TC
E
EXISTING MINOR CONTOUR
120.2
CT
5∅
\ \ \ \ \ \ \ 70
3
22
BASEMENT FFL 116.50
A
RW
225∅
113
T
225∅
LL
\ \ \ \
225∅
11
\ \ \ \
GROUND FFL 119.44
121
12 A
12
EXISTING FENCE
PP
8
78
12
.
9.
12
122
.6
1.
W
12
7
12
2
ST
1.2
12
50
2.5
1.4
8
.0
1.6
2.0
2.2
2.4
E
OH
A
5
122.8 \ \ \ \ \ \ \ \ \ \ \ EXISTING BUILDING
CT
\ \ \ \ \ \ \
WM
W
S
RW
EXISTING KERB AND CHANNEL
E
W
UNIT 4 H
225∅
FFL 120.45 OE EXISTING OVERHEAD ELECTRICAL
123.0
5∅
FH 1
22
5 EX
119
E EXISTING UNDERGROUND ELECTRICAL
E
C A
IL:1
A
W
(
.2
S
19.3 S
120.4
.2 80 2x25kL RAINWATER HARVESTING AND REUSE SW EXISTING STORMWATER
5∅
123
T
22
SW
E
5
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