Original source · versioned page text
Appendix C - Amended Engineering Plans
Attached to the e-mail MCU17/0551 - Information Response - 20 Trading Post Rd Cooroy.
The original of this document is very large (14.6 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 68, section 1. The text section number identifies this passage in the reader.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnDocuSign Envelope ID: 22E128D2-2EDF-46AA-9C51-5EAAE4168E03
5
MANHOLE/END NAME 1 1/12 2/12 3/12 E/12 3/12 1/13 E/13 1/13 E/14
Y
Y
45°
RE
RE
RE
MS
RE
RE
BEND
STRUCTURE TYPE
D
LID TYPE
13
12
14
13
JUNCTION LINE
D/S DROP
DEPTH TO HC
HOUSE CONNECTION
100.777 0.928
100.623 0.942
100.797 0.799
100.953 0.779
100.826 0.663
INVERT LEVEL
B
B
B 100.789 1.054
A
A
A
HC TYPE
216
215
218
217
219
HC LOT No
BOWLING GREEN
CH. FROM D/S MH
8.271
7.500
53.652
0.975
16.016
10.984
LEGEND
STRUCTURE TYPES
MS MAINTENANCE SHAFT TYPE 'J'1
Y 'Y' JUNCTION
RE RODDING END TO SURFACE
STRUCTURE COVER TYPE
B NON-TRAFFICABLE
D TRAFFICABLE
D-
TRAFFICABLE WITH BOLT DOWN
STORMWATER LINE
1050DIA. R.L.99.16
BD
HOUSE CONNECTION TYPES DESIGN SURFACE
OBLIQUE 45° CONNECTION 1.500m
A
DEEP MAX HOUSE CONNECTION EXISTING SURFACE
OBLIQUE 45° SLOPED UP
B CONNECTION 1.500m DEEP MAX
HOUSE CONNECTION
EXTENDED TYPE D JUNCTION
FITTING. HOUSE CONNECTION
E
CROSSING ROAD. REFER DRG.1508
FOR DETAILS
EXISTING
ELECTRICAL
1200Ø MANHOLE
ELECTRICAL
WATER 100DIA.
ELECTRICAL
WATER 63DIA.
STORMWATER LINE
375DIA. IL100.11
DATUM R.L. 90.0 90.0 91.0
PRIVATE
PRIVATE PROPERTY PRIVATE PROPERTY
PROPERTY
STREET ETC.
150Ø PVC 150Ø PVC 150Ø PVC 100Ø PVC 100Ø PVC 100Ø PVC 100Ø PVC
DIAMETER
1:118 1:118 1:118 1:80 1:61 1:61 1:80
GRADE
5.064 12.515 17.163 53.652 8.000 16.516 11.484
LENGTH
JUNCTION INVERT LEVEL
100.457
99.409
100.589
100.589
DEPTH TO INVERT
3.476
3.016
2.874
2.874
2.472
2.472
2.279
2.248
1.763
2.279
1.201
1.005
1.005
0.871
1.005
1.005
0.755
INVERT LEVEL
OF SEWER
98.624
99.084
99.127
99.127
99.233
99.233
99.379
99.409
100.080
99.379
100.457
100.589
100.589
100.862
100.589
100.589
100.733
DESIGN SURFACE
LEVEL
102.084
102.001
101.705
101.658
101.843
101.658
101.594
101.733
101.594
101.488
RUNNING CHAINAGE
0.000
5.064
17.579
34.742
88.394
0.000
8.000
24.516
0.000
11.484
LINE 12 13 14
N.S.C. REF NO. MCU15/0111 & REC15/0031
DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 21.12.16 ORIGINAL ISSUE HT BF 1:1000 10 0 10 20 30 40 50 A1 PALM LAKE WORKS PTY LTD PALM LAKE RESORT SANITARY SERVICES
1 06.04.17 ISSUED FOR CONSTRUCTION BF BF
FOR CONSTRUCTION
1:2000 A3 STAGE 3
HORIZONTAL LONGITUDINAL SECTIONS
DESIGN APPROVED 19 TRADING POST ROAD - COOROY
1:100 2 1 0 2 4 A1
ANDREW McPHAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
1:200 A3 DISCLAIMER
VERTICAL
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
16-003302 3501 1
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD C 2015 www.calibreconsulting.co CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalVery large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.