Original source · versioned page text
Recor Engineering Plans as submitted with Further Advice response
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
113.6
116.2
MATCH NEATLY TO EXISTING FOOTPATH FH PROVIDE BUNDED BIN STORAGE AND
WASH DOWN AREA WITH SUMP TO
0
0.
EXISTING LINEMARKING HYDRAULIC ENGINEERS SPECIFICATION
E xT
12
TO BE RETAINED 3
RP52184
PP
ExW
PROPOSED VEHICLE CROSSOVER
IN ACCORDANCE WITH IPWEA
Ex
STANDARD DRAWING RS-051
W
.4
120
O/H E
O/H E
6.0
11
ExT
8
5.
11
120
6 .
EXISTING LINEMARKING TO BE 12
ExW
REMOVED BY SANDBLASTING 0. PP
6
Ex
OR GRINDING
W
Ex
Ex
Ex
E
W
E
PROPOSED 2.0m WIDE
116.8
X
CONCRETE FOOTPATH 11
5.
0
.0 114.8
O/H E
121
121
ExT
4
.0
RP112204
NEW 2m FOOTPATH TO TIE
.2
ExW
119
INTO EXISTING VERGE AND
114.2
.2
121
Ex
FOOTPATH.
D
Ex
113.4
W
115.6
121.4
Ex
Ex
E
O/H E
115
T
4.0
W
S
E
ES
11
Ex
115.2
.8 WM
12
PP
.4
0.6
PL
121
118.6
12
11
118.0
MA
7.0
0.
118.2
8
ExT
O/H E
115.0
.6
121
11
D
8.
ExW
0
Ex
Ex
.6
W
114.8
Ex
Ex
118
E
E
W
.8
121
/
ExS
D
114.6
S
ExT
114.4
.0
122
122.0
LOT 1
114.2
NOTE:
ExW
Ex
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS,
Ex
W
122.2
Ex
Ex
E
ALL IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING
E
W
BUT NOT LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS,
122
114.0
.2
ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
114
ExS
D
4
2.
K
2 REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR
.8
1
Y
TO ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
ExT
AR
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN ACCORDANCE WITH
ND
/
D RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS
3.8
OU
11
TB
MY
Ex
LO
Ex
122.6
Ex
W
E
Ex
AL
LEGEND:
E
113
W
12
121
ExW
0.
LS
12
PP
12
12
.8 8
12
.6
12
122
12
1.
1.2
12
1.4
.
ExS
1.6
0
8 DESIGN CONTOURS (0.1m INTERVAL)
2.0
T
2.2
2.4
D
D
WM
25 EXISTING CONTOURS (0.1m INTERVAL)
H
ADJACENT BOUNDARY
1.5m
123.0 PROPOSED BOUNDARY
FH D
Ex
IL:1
Ex
E
Ex
EXISTING FENCE
19.3
E
W
.2 PROPOSED
>
123
SW
5
P
123. DETENTION TANK EXISTING BUILDING
2
ExS
75m33
ExS
6
VOLUME = 100m
>
1.
12
EXISTING KERB AND CHANNEL
ExT
113.6
19
C5605
>
6 3 OE EXISTING OVERHEAD ELECTRICAL
3.
12
RP99323 D
D
E EXISTING UNDERGROUND ELECTRICAL
>
Ex
123.8
SW EXISTING STORMWATER
Ex
Ex
E
>
E
W
> W EXSTING WATER
>
>
ExS
> S EXISTING SEWER
ExS
> > >
ExT
T EXISTING TELSTRA
EXISTING TREES
PROPOSED BUILDING SETBACK
Ex
Ex
1
E
E
123.4
SP161937 PROPOSED RETAINING WALL
PROPOSED STORMWATER PIPE
PROPOSED STORMWATER PIT & MANHOLE
PROPOSED UNDERGROUND DETENTION TANK
PROPOSED CONCRETE PAVEMENT
PROPOSED FOOTPATH CONCRETE
PROPOSED WALKWAY
PROPOSED BIO BASIN
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
45 MAPLE ST, COOROY AND 9 MYALL OVERALL LAYOUT PLAN
N
---- ---- ---- ---- ---- 31423 06/08/2026 ST COOROY
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
C 06/08/2026 ISSUED FOR OPERATIONAL WORKS CS EW Scale ENGINEERING & PROJECT See the original
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