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Attachment 2 - Revised Civil Engineering Plans
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Plans and drawings
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NOT FOR CONSTRUCTION
BIN STORAGE AND BUNDED WASH DOWN AREA.
PROVIDE SUMP PIT FOR CONNECTION TO SEWER CONCRETE DRIVEWAY
TO HYDRAULIC ENGINEERS SPECIFICATION. 175mm N32 WITH SL82 50mm TOP COVER
INLET FROM ROOF DRAINAGE
13 CONNECTION. CONTINUATION TO
125mm CBR 15 TYPE 2.3 BASE COURSE
WHEEL STOPS TO BE SP1 70295HYDRAULIC ENGINEERS SPECIFICATION.
210218337
5.339
CO06
PROVIDE PWD PAINTED CHEVRONS
PROVIDED TO SPACES IN
210218331
PARKING SIGN NEW STORMWATER INLET PIT
5.495
CO06.F
ENSURE SMOOTH TRANSITION
210218341
5.609
SI01
210218340
5.586
SI01
ACCORDANCE WITH AS 2890.1 MARKING TURNING BAY IN
BETWEEN FOOTPATH AND DRIVEWAY ACCORDANCE WITH AS 2890.1
NO
PWD AND SHARED SPACE SW NEW STORMWATER PIPE
WITH NO STEP. MAX 1:40 CROSSFALL
RT
210218336
5.463
CO06
LINEMARKING AND BOLLARD IN
H
ALONG FOOTPATH SECTION.
W
C
ACCORDANCE WITH AS 2890.6
B D E
NEW KERB INLET PIT
210218124
5.751
WUG01
PROVIDE 'NO
PARKING' SIGN TO
EXISTING STORMWATER PIPE
SV
SW
W
TURNING BAY.
210218119
5.512
SV
SV
210218120
5.434
SV
GATEWAY DRIVE
210218106
5.433
EXISTING STORMWATER PIT
CO02.F CO01
210218123
5.675
WUG01
210218121
5.742
210218122 OP
5.493
CO01.F
210218330
5.538
EXISTING SEWER MAIN
CR01
SW SW SW SW SW
210218114
5.517
WUG-PIPE
210218115
S
210218118 5.557
5.636 WUG-PIPE
NGE
COND-ORA
210218116
5.563
IL 4.89
COND
SW
210218105
5.737
ONIK
T
E
SW
W
STAFF STAFF STAFF
S W STAFF T EXISTING TELECOMMUNICATIONS
STAFF
SW SW SW SW SW STAFF
E
210218104
5.816
ONIC
MAKE CONNECTION INTO W EXISTING WATER MAIN
T
EXISTING STORMWATER
W
13410
210218128
5.562
SW
CO01
EXISTING ELECTRICAL
210218113
5.517
INLET PIT
CO02
E
E
SW
A A
T
MRV/HRV OCCASIONAL
W
LOADING BAY
SW
E
210218329
5.609
CR01
T
SW
W
210218102
5.584
OSIK
E
210218130 210218129
5.609 5.649
CO02.L CO01.L
SW
PROVIDE TYPE A WING AS PER
100
T
NSC STD DWG RS-051 TO ENSURE SW
SP216079
W
.52
E
IL 3
CLEARANCE FROM PIT LINTEL.
SW
1m
T
W
210218148
5.725
CO02
210218149
5.754
CO01
E
SW
T
210218328
5.721
CR01
E
W
5000
T
E
SW
W
T
210218150
5.834
CO01
210218151
5.778
CO02
E
W
IL 4.51
IL 4.75SW
IL 3.9
210218160
6.222
COND
SW SW SW SW SW SW IL 4.32
E 210218161
6.258
OP
210218255
5.829
OP
SW SW SW SW SW SW SW SW SW SW SW
SL 5.89 S
4
IL
IL 4.54 IL 4.32
E
IL 4.36 IL 4.27
3.6
T
IL 3.63 S IL 3.56
IL 4.36
.93
S
6
DEMOLISH EXISTING LINTEL AND TOP AND PROVIDE S S S S S
B
Emt N
S
W
S
S S S S S
IL 3.86
Emt P
IL 4.3
3
D E
3
C
IL S.6L3 5.62
IL 4.62
CONCRETE COVER TO PIT. EXTEND EXISTING
Emt L IL 3.88
210218327 210218249
5.834 5.811
CR01 IO-CAP
CHAMBER SOUTH TO NEW KERB INLET OPENING WITH 3
210218228
IL
6.382
210218250 BU.U-COR
210218229
5.812 5.568
BU BU-COR
SW
FFL 6.30
E
T
LINTEL MINIMUM 1M CLEAR OF DRIVEWAY
W
S
CROSSOVER WING. PROVIDE KERB INLET AND LINTEL
210218156
210218155 5.930
5.886 CO01
CO02
AS PER NSC STD DWG DS-063. PROVIDE STEP IRONS
BENEATH GRATE FOR ACCESS. GROUT BASE TO FALL 13
SW
PROVIDE TYPE B HEAVY DUTY VEHICLE REFER TO ARCHITECTURAL
TO OUTLET BUILDING FOOTINGS TO BE FOUNDED BELOW CRITICAL
SP216079
S
CROSSOVER IN ACCORDANCE WITH PLANS FOR BUILDING DETAILS BEN PARRY
NSC STD DWG RS-051.
DEPTH LINE OF ADJACENT STORMWATER AND SEWER
TO STRUCTURAL ENGINEERS SPECIFICATION
16 RPEQ: 28084
15 SP216079 CPEng NER
SP216079
DATE: 26/09/2022
ROADWORKS AND DRAINAGE NOTES STANDARD SIGNS AND LINE MARKING NOTES JOINTING NOTES
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. 1. GENERAL See the original
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