SUPESEDED - Preliminry Amended plans - MCU19-0143

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PRELIMINARY APPROVED PLAN
  MCU19/0143 & OPW19/0264
      NOOSA COUNCIL
     26 FEBRUARY 2020
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cp.
sP303096

 

UV RESISTANT
fe DIVERTER PANELS

. a wot 7 STAINLESS STEEL

“ / FRAME
—>)

Oy PIPE ABOVE NOT SHOWN
SCREENING sac | :

—>
ENVIROPOD PLAN VIEW

 

 

 

 

 

ALL ROOFS 349sqm

 

 

 

COC
iy

 

  

 

 

 

 

 

 

 

 

 

 

NTURA
VETREET

| VILLA 2 PAD HEIGHT
RL 37.40
\_esmte 706sqm

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NLET GRATE 600+600

CATCHMENT AREA PLAN 1:400

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MARGIT
i ORESSENT ROOF PLAN 1:400 —>') \<—
INLET PIPE “7 Ls INLET PIPE
~VT “| STAINLESS STEEL
obs uv resistant 1%) “TEXTERNAL BAG FRAME
cP DIVERTER PANELS LAE LSCREENING BAG
SL37.600 CP BYPASS OPENING-+}—“*| ETETEE .
IL37.100 8 150uPVC us yy
INTERALLOTMENT DRAINAGE SP303996 *
USIL37.100 ev —
DSIL36.650 :
Emt. A SP303996 AOU ee Ge X
= BLOCK RET WALL L ‘ as UTLET PIPE
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PAVED SUREAGES =~ SO eg ALT
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P7gtO” “ Sa ©, 200 WIDE TRENCH GRATE s WITH RISER
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1H $3 0 NOOSA COUNCIL
—
HH a POWER
9150uPVC STUB FOR ROOF DRAINAGE e1soupvo—“|) / owes 26 FEBRUARY 2020
USIL36.650 “
DSIL36.530 Ht]
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VILLA 2 PAD HEIGHT | ne $ —
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RL 37.40 | & > DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
| FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
| Amd Description Date
F
| xs
cP2 | As
450sq eS
SL37.800 ———z - _7* | 6 ME
CARPORT “ ay #150uPVC 68 x
1L37.200 z . < .  FFL37.350 -4-~ . USIL36.650 | Ht3 6
DN ot EST Lod DSIL36.530 Sa
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a. Me 4 5 4 ea . > GP3: | | PALM “
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FF Bass . ee - / 1L34.950 x | Y
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ct ea es — ae —— Ne pp SARDEN WITH | Issue Notes Date
ce? af eos ae ae 6150uPVC STUB FOR ROOF DRAINAGE PALMS SHRUBS |
Joe te oe . \ & For Development Approval
/ A - >.* yo ] \ GP1 iL36 530. For Building Approval 17-10-19
eee Ns \o4e ow 1L36.530 “a : For Tender 17-10-19
aaa . LAN To | \ . oy :
_ : < eyo Ss t—NOTE: 7 aL
a @150uPVC pe os UY aan 137.300 \ Osis 00 S GP3 TO BE PROVIDED WITH For Construction x 17-10-19
INTERALLOTMENT DRAINAGE 2 \ & EFL37.400 TRE J : 1L37.200 8I,36°530 \ ENVIROPOD BASKET AND As Constructed
USIL37.200 2 in ; TRO ee 850 \ RISER. DISCHARGE INLET
DSIL36.500 BATTER —a Y PIPES OVER ENVIROPOD
as | a BASKET. REFER DETAIL
- TRG1 . 4
~ BOWER © ——-£ | 200 WIDE TRENCH GRATE - a $225uPVC Vv
SOLE WITH HEAVY DUTY, — eI feo : USIL34.950 . & H d li net
TRAFFICABLE GRATE Ww ££ ——e pe . DSIL34.900 : / y raullc =
: i
A Sat Z |-
a Sg TBM contact: Reinhold Koenning MigAust AHSCA
ROOFWay, - 7 SCREW IN KERB PO Box 181 5°
Ourper 7, RL 35.925 Moffat Beach, QLD, 4551 RPEQ# 7023
co PENETRATE EXISTING INLET email: [email protected]
NCRETE Kb & Ch WALL AND SEAL WITH NON PH: (07) 5491 4333
SHRINK GROUT CLIENT =
LINDICATES OVERLAND FLOW J & R THOMAS
PATH WHICH SHALL NOT BE
—— EXISTING SIDE ENTRY PIT: EXISTING esoonce-” DESIGN BY:
SL35.790 LL TRACEY DOWDEN J
IL34.790 TO BE CONFIRMED
ROAD CROWN NOTE: (PRovect: 5 VENTURA STREET >
BITUMEN SURFACE ALLOW FOR ALL COSTS OF DETAILED SURVEY SUNRISE BEACH
OF EXISTING STORMWATER INFRASTRUCTURE DUPLEX
MM PRIOR TO CONSTRUCTION. THE CONTRACTOR
A SHALL CONTACT THE DESIGN ENGINEER IF ,
CRE LGIT THE DATA VIOLATE THE DESIGN CRITERIA. DRAWING TITLE:
INT \
y STORMWATER
a DRAINAGE S)
SITE PLAN & DRAINAGE PLAN PLAN
Design| RH.| Checked] @\ [pate | 17-10-19 | Dwg. No. AMD.
\ SCALE: 1: 100 ON At UN.O.| 2 Of 2 3479—OP2 J
RPD:— LOT 114 RP 132135