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3836PrelimOperational Works

Attached to the e-mail REC15/0010 Application to Reconfigure a Lot - 1 lot into 2 lots - Email 2 of 2.

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i < HOUSE No. 44 Alexander David Toth 6069 Callaghan & Toth )
y | , ims. NAME RPEQ 2 ;
| LOT oO o \ Civil, Environmental &
| | RP35073 et i i
Io] | 2P35073 LEE 15/05/15 W Hydraulic Engineers
a | | ae ne
: , | it SIGNED DATE wy 8/41 Sunshine Beach Road
; ley | =) Phone 54749081, Fax 54749041
” www.callaghanandtoth.com.au
3 | = —T7H designed [AH | dotum AHD DERIVED
| | Tt R77 77 5 drown | OAW ou 2
4 || L ~ lll checked [ADT | Origin (BM.) RL ?
y | Fi C HOUSE | HOUSE No. 42 N
| | 5 J LOT 4 I ‘opproved
' | | N DwaNT
i | RP35073 ‘SURVEYED BY
VAs . Yak bs J MAX. WATTERSON
"' | | |-& re ey PHONE 54426121
| | y —————
oe al | 2 yas projet
SITE LOCATION N.T.S s S S Bel
| | ‘a | am hK— Ss Ss —— PROPOSED STORMWATER
PLAN INDEX 4 | Pt Pp N INFILTRATION PIT AT 38 PAVILION
| —.
PLAN INDEX | | , S———~s__| STREET, POMONA
1511-01 A SITE PLAN AND SOAKAGE PIT DETAIL y |X aU 7 L | 8.1m OF ROCK FILLED TRENCH (3.3m3) MS)
1511-02 A VERGE MOUNDING PLAN YI | HOUSE No. 40 VOIDS. CONSTRUCTED TO ABSORPTION oo
1511-03 A WATER LAYOUT PLAN & | “tI LOT 5 SHED TRENCH DETAIL. PROVIDE GRATED 450x450| Client
151104 A SEHER LAVOUT PLA Bl RP35073 Ce ecg FO
BK FQ s ALISA WYTHE
z | lI Kt Hy ao
Ss | i | HOUSE No. 3 Ne
= 4 4 Yes OT 34 gion eerceereemerenncenerenemerony
= roW sae title
a — RP35073
. “” TTT IT SITE PLAN AND
+ {i} —— Pp + SOAKAGE PIT DETAILS
|
LEGEND: | M h LY LOT 2
-— —— t | CT ereeee—
BOUNDARY r WT r ry 4
| | | |
w PROPOSED WATER METER TAPPING BAND ; 4 S TTT
& DN20 SERVICE | x — LOT 1 on RP196984
® EXISTING WATER METER yg o]ll on HOUSE Sor 4
restea pr 1 | “| Parish of TUCHEKO!
ta 1 1]
a Liour Pour | ‘ = County of MARCH
4 | NOOSA SHIRE COUNCIL
| 1 n
S EXISTING SEWER \ | __ Locality of POMONA
+, —— 14 —_ ~ — EXISTING EDGE OF BITUMEN | >< W W. y W
4LLL4L444_ — EXISTING BUILDING \o K KD
CT
Wnrnrnwnwrww~_— EXISTING EDGE OF CONCRETE N 7
—sw EXISTING STORMWATER Papp ge ot or or oo or oe or —
—--———--—— EXISTING KERB & CHANNEL 4.2525 5755 6.25 ___ eters _12.5
——4——_ EXISTING OVERHEAD POWER
I
—> —» —»— EXISTING TABLE DRAIN = TREE STREET 1:250(43) DO NOT See FROM THIS BAWING Se
200w EXISTING 2009 WATERMAIN ' LUE ONLY DIMENSIONS PROVIDED
| | NZ NN ig
|
100w EXISTING 1008 WATERMAIN 1% REVISIONS
A | FOR APPROVAL
LO EXISTING MINOR CONTOURS 100mm TOPSOIL
© — J
5 a EXISTING MAJOR CONTOURS
YY 90mm SLOTTED
UPVC PIPE WITH o080080004
Cy EXISTING TREE 150 mm COVER CONNECTED TO PIT 9BIGO_GOOO Fes
40-80mm Ro oSse9g
0, q COMPUTER DIRECTORY
WASHED mee NY 8 cs S ceo 8 K\JOBS\CT Projects in progress\ 1511 STORMWATER
SEDIMENT & EROSION CONTROL GEOTEXTLE 0206906 620 620690690060] INFILTRATION PIT\Design\1511 BASE. PLAN
5 , : COTE! 120 080080080.003030 0800800800084
Sedimentation Controls shall comply with WRAPPED: 0256 O56 O56 25 50,80 250 6256 25556
the requirements of, 6 256.885 955 28E5 95 855 955 286. 8855.4 FOR APPROVAL
» OYo Oo OVO OOO OY Oo O ‘OC OYOO O'
‘MANUAL FOR EROSION AND SEDIMENT 6.000.000.0056, 0026. ~.5%56.0%6, 006.02 S5
CONTROL, MAROOCHY SHIRE COUNCIL” | SERVICE LOCATIONS 620690690 99} OO O8, oo O82 020 OFS oo
(MESC, 2007) which can be accessed on the elstra 92999999950 009990 0590990599004 Sheet_1_of 4 sheets
Councils external internet site. AUSTRALIA It is the responsibility of the Foreman to | | drawing number
contact the relevant service authorities to x ec
Warke Staidards refer to, NOTE: TELSTRA LOCATIONS ARE APPROXIMATE ONLY FROM | ascertain the exact location of services prior 1.8 TRENCH SECTION 1 5 1 1 -01
. . TELSTRA PLANS. LOCATIONS ARE TO BE CONFIRMED | truction SCALE 1:20 A
Contract Standards for Erosion ond PRIOR TO START OF CONSTRUCTION. PHONE DBYD | °° COnSiTUctiON. ,
Sediment Control on Construction Sites.” SERVICE LOCATIONS ON 1100 FOR DETAILS. LK date 13th MAY 2015 S/S

 

 

 

 

 

 
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