Original source · versioned page text
1225- Sheets from Callaghan and Toth
Attached to the e-mail REC13/0146 - Response to Information Request - Email 1.
TJ 17 ~
LEGEND: EASTERN TRIBUTARY I 15 Calla ghan & Toth
[OI «sm RPaRIAN BUFFER FROM INVERT Seo Civil, Environmental &
| Hydraulic Engineers
|} 5m Riparian BUFFER FROM TOP OF BANK Sf \ y woost eit 2398
16 | Toa I) 8/41 Sunshine Beach Road
[J tom RIPARIAN BUFFER FROM TOP OF BANK = ~ ~ Phew e-calaghonondtoth com au
GER (27.0% NPOSTRUCTURE RSE PAN GUFFER Yi = roy 8 cesigned [OF dotun BHD DERNED
— —— PSM *
(TOTAL AREA 340 SQUARE METRES) « io cates Tan] origin (Bm) FM
[) MBDTONAL, RPARIAN BUFFER OFFSET (PRELIMINARY AREA —
580 SQUARE METRES, SUBJECT TO FLOOD MODELING) WESTERN TRIBUTARY ¥ 1g | \ cpproved
sprrerrrrrrm EXISTING TOP OF BANK \ \ | \ 9 1 SURVEYED_ BY
PREVIOUS BDY \ 14 MAX WATTERSION & ASSOCIATES
Faioo FINAL Q100 WESTERN BANK — RIPARIAN BUFFER AREA + RP173883 PHONE 54 426 121
PLANT AREA TO ACHIEVE PLANT DENSITY OF o STAGE 5
——~-—_ PROPOSED LAY BACK TYPE INVERT LINE KERB & 1 PLANT/1.5m?. CURRENTLY RIPARIAN AREA ( )
CHANNEL M1 TO IPWEAQ STD DWG R-0080 FROM TOP OF BANK LIMITED TO GRASS project
=== §W=— PROPOSED STORMWATER PIPE NATURE VEGETATION PRESENT ON BANKS can 4 Di PROPOSED 31 LOT SUBDMSION
* ;=3—— PROPOSED INTERLOT DRAINAGE PIPE WITH Lom Fotog eS 10 55 LAKE MacDONALD DRIVE
RAINGARDEN / S53 , po ° COOROY
* —*— PROPOSED INTERLOT DRAINAGE PIPE 2 av ACTIVE a \
WITH! PITS » y PARKLAND § 1 RY)
= . 2
—q—.|
PROPOSED BIORETENTION BASIN Y 685m |_ 7 Client
s , | on EASTERN BANK — RIPARIAN BUFFER AREA ¢
PROPOSED VEGETATED $OT —~ PLANT 70% OF AREAS TO ACHIEVE PLANT
c=; BIO-RETENTION SWALE eo~N S SN DENSITY OF 1 PLANT/1.5m®, REMOVE WEEDS VALKEV PTY LTD
5S \ x
LLL, NINOR CHANNEL \ NN | CY
INVERT. PROFILING 32 12 ———
s/o 6 title
g ; RIPARIAN ZONES STAGE 3 & 5
f
a
31 —
~
t
E ' FLUSH KERB ON
f WEST SIDE OF RoADI] =| 5 LOT 136 on MCH978
ly = 30 = Parish of TEWANTIN
IE Ce Fatog County of MARCH
L nj 28 SUNSHINE COAST COUNCIL
m, / Locality of LAKE MacDONALD
2 3 | 29 RIPARIAN MAPPING DOWNSTREAM -
r { OF THIS POINT, STREAM BANK
KO
USED FOR START OF BUFFER
STAGE 4 a
SCALE
26
: 05 10 15 20 ees 50
—S
oe scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
s 1:1000(A3) 00_NOT SCALE FROM THIS DRAWING
J ro, :
S al Bl} /
Qt g i Y Il ff 1
f |
. g on
RB SP
IN I> &
\ | 100
f SP218739
Ww.
RESERVE
FFER AREAS
INFILL PLANTING TO
ACHIEVE PLANT DENSITY
OF 1 PLANT/1.5m@}.
Ss
/
/
19 , 2
PREVIOUS ROAD 22
RESERVE BDY
+
17
18
+ ——====]
SP *
18739
1
‘ 3
3m WIDE CLEAR AREA
BEHIND LOTS FoR
ACCESS OR SERVICES|.> 95,
24
23
BIO BASIN
eine
>
NO RIPARIAN MAPPING DOWNSTREAM
OF THIS POINT, STREAM INVERT |.
USED FOR START OF BUFFER} ™
C—
“N
a
Nt
PURPLE AREA — INFILL PLANTING
REQUIRED FOR 30% OF AREA 10
ACHIEVE 1. PLANT/1.5m?
USE ONLY DIMENSIONS PROVIDED
REVISIONS
FILES
COMPUTER DIRECTORY
X:\JOBS\CT Projects in progress\1225 30 lots
lake MacDonald Drive\\Design\Current_DWG—BASE
PRELIMINARY
Sheet 1 of 15 sheets
drawing number
1225-33
XY
date 10-3-14
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.