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Appendix D - Drainage Basin Masterplan
Attached to the e-mail Lot Reconfiguration - Eagle Drive and Tait Street Tewantin REC17/0011.
Civil, Environmental & Hydraulic Engineers [OCR of page images] LEGEND: EXISTING SERVICES BOUNDARY EASEMENT +4tLLLLItt/ BUILDING EDGE OF CONCRETE FENCE -s- EDGE OF GRAVEL — —— —— — MAJOR CONTOUR MINOR CONTOUR S SEWER ———*+—+— OVERHEAD POWER SW STORMWATER LEGEND: PROPOSED SERVICES KERB & CHANNEL STORMWATER —— + —— INTERLOT DRAINAGE Z OVERALL FLOW PATH STORMWATER CATCHMENT BOUNDARY EXTENT OF PROPOSED SUBDIVISION Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i! 8/41 Sunshine Beach Road = Phone 54749081, Fax 54749041 www.callaghonandtoth.com.au designed | ADT datum AHD DERIVED drawn MM . PSM * checked | AH Origin (B.M.) RL * approved TAIT STREET =f ELKHORN DRIVE SURVEYED BY MAX WATTERSION & ASSOCIATES PHONE 54 426 121 _——— project PROPOSED 17 LOT SUBDIMSION AT 20 EAGLE DRIVE TEWANTIN ld ($$ <~r Client P. EBSWORTH TS) ————————————————— title STORMWATER MASTER PLAN SITE LOCATION _———— LOT 6 on RP149498 Parish of TEWANTIN County of MARCH NOOSA SHIRE COUNCIL Locality of TEWANTIN En _———— SCALE 0.5 1015 20 25 Meters 50 ——_—_—_—_—i_eSaEaPpa]E>E>]E> SSS scale SCALE SHOWN IS ORIGINAL DRAWING SCALE ( DO _NOT SCALE FROM THIS DRAWING 1:1000(A3) USE ONLY DIMENSIONS PROVIDED REVISIONS revision A | PRELIMINARY ISSUE FILES COMPUTER DIRECTORY X:\JOBS\CT Projects in progress\1225 30 lots lake MacDonald Drive\\Design\Current_DWG—BASE PRELIMINARY Sheet 1 of 3. sheets GEORGE STREET drawing number 1403-10 XK date 15th OCTOBER 2015 yy,
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Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
LEGEND: NEW SERVICES LEGEND: EXISTING SERVICES
| 3m WIDE CONCRETE DRIVEWAY SWALE TO TAKE BOUNDARY RE-GRADE DRIVEWAY TO RL5.94 | Co “& .
MAJORITY OF Q100 OVERLAND FLOW (1.0m’/S) Civil, Environmental &
T TELSTRA \ : ‘
Ld SAND IN BIO-BASIN EXTENTS Hydraulic Engineers
Ww WATERMAIN RE-GRADE ROAD & KERB Noose aoe 2305
TO GET WEIR TO WORK | *
—_ -- ———. KERB & CHANNEL 8/41 Sunshine Beach Road
S SEWER www.callaghanandtoth.com.au
| NEW FOOTPATH Lf BUILDING N designed [ADI] datum AND DERIVED
drawn MM 7 PSM. 178243
D STORMWATER Sw STORMWATER | | checked | AH | Origin (B.M.) Ri 108.138
EDGE OF CONCRETE HOUSE No.16 ey,
approved | ZK
\ SURVEYED BY
0.3m HIGH TIMBER RETAINING
WALLS EACH SIDE OF DRIVEWAY
FILL VERGE TO RL5.94
POSSIBLE 1.5m WIDE PATH TO
SUBDIV AND KEEP PEDESTRIANS
ON RIGHT PATH AND RTW AT BDY
DRAINAGE_EASEMENT|
\
\
NEW PATHWAY TO_PARK|
TOP OF RETAINING WALL_RL4.9
NY
BUND 1:2 INSIDE
EXISTING BOUNDARY
219CUM STORAGE, 0.2 BIO DETE
0.8 ou 3O0FB TO RL4
HOUSE No.14
LOT 31
RP149497
DETENTION BASIN AREA APPRO: As
Q
sk
ID LEVEL 3.6, TW 3.95,
BOTTOM OF BIO 2.9
. RE
C) a
FILL VERGE TO RL5.94
\ HOUSE. No.12
PIT TAKES 0.45 CUMECS FROM ROAD IN Q100
(— Callachan & Tath )
Callaghan & Toth
MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121
project
PROPOSED EXTERNAL WORKS
AT 14 EAGLE DRIVE
TEWANTIN
DS
($n
Client
P EBSWORTH
|
i
title
LOT 14 STORMWATER
DETENTION/BIO
(SSS —————————_—_—_—_——_—_——
LOT 31 on RP149497
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of TEWANTIN
—_
(SSS —————————_—_—_—_——_—_——
SCALE
0.1.25 253.755 6.25 Meters 12.5
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:250(A3) 00 NOT SCALE FROM THIS DRAWING
: USE ONLY DIMENSIONS PROVIDED
REVISIONS
revision details
A | PRELIMINARY ISSUE
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PRJ_N PRG\1403
PRELIMINARY
\ \ Sheet 1 of 1 sheets
drawing number
1403- 15
A \ \ date 13th OCT 2015 ]