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Attachment D - Sewer Re-alignment Plan [As Published] · 132010.871
Plans and drawings: the text below has words only, no drawings.
5
Ex. Sewer MH “A
SL.29.93
£28.84
D/S 11.28.83
d=1
\
\
Lot 2
N21830
LEGEND / - visting < Lot 3 cp
E/oH Existing Overhead Power bx Somer MH an e- i 21830 BUP2007
7 ———— Existing $130.02 on _ drivewa
- U/S 1L.29,.36 C OS y.
w— Existing Water D/S 11.29.31 Ex Sewer MH 7
d=0 5.131.781 /
Existing Sewer 395 / 3 Ex. Sewer MH
- d = 1386m / = SL.F3. 740
9 Fence / a 9? Sewer, calculated Grade = 122% {1
Existing Stormwater Pipe E / calculated 1.30816 Sp
g xisting sewer to be re-aligned. Ko | — 5
L- \- Potholed Sewer
1.30.80 —— TTT
PLAN d= 0.45m
Scale 1:500
| ‘Proposed 150® Sewer
ULocalised fill and retaining wall.
MANHOLE No. (Z 3 4 6 6 q a
AND TYPE 1 1 1 1 1
4.8.2m
Proposed sewer re-alignment—
Natural surface -
Existing sewer \
Localised
Fill __-
Sa
DATUM RL 29.0
DIAMETER Existing 1506 9150 SNB PVC Existing 1508
277% 0.67% 0.57% 0.59% 0.61% 0.71% 122%,
GRADE l~ 36.13 TT 169.93 TT 177.00 “To 168.50 162.75 “7140.00 82.06 “|
LENGTH 15.68 35.83 19.47 10.11 13.02 5,60 4135
INVERT LEVEL BIS S als Palka =|3 ge gis S
QS & S/R a/R ale 2/8 RIA a
x © s 2 2 2 =
SURFACE LEVEL s 8 3 8 & & 5
s & = © a = - ©
CHAINAGE 8 8 & g 5 5 8
LONGITUDINAL SECTION 5 25 0 25 5 15 10m
Scale H1 500 V10 CONCEPT PLAN
1: 250-A3
Greenha ven Pro, fects No | Date Amendment D.G.K. APPROVED CLIENT: TEELAND ARCHITECTS COUNCIL REFERENCE:
consulting civ engineers roiect managemen ‘Services D.G.K. PROJECT: PROPOSED SEWER MODIFICATIONS -
P.O, Box 8200, Maroochydore D.C. QLD 4558 13/04/2009 | | are Aiea at te AT: Sheet 1 of 1
Phone (07) 5479 4220 Fax (07) 5479 4228 MEMBER OF THE Lp LARRY PIGGOTT - RPEQ 3942 2 KAREELA AVENUE, NOOSA
THIS PLAN IS COPY PROTECTED BY GREENHAVEN PROJECTS PTY. LTD. I SUNIGIFA P. DATE: teeeeeeeeeers LOT 1 ON 18206677 DRAWING No:
UTOCAD FILENAME GHIWT?-Po dug DATE: TVA Deters eOSTRALIA. AHD SIZE A3 TiTLe: SEWER RE-ALIGNMENT PLAN GH1822/10/P4
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