Reps - 3479 HYDRAULIC SERVICES OPWORKS 120320

 

cp.
sP303096

 

 

UV_RESISTANT
DIVERTER PANELS
omits — 4 : oe
i

. a wot 7 STAINLESS STEEL

“ / FRAME
—>)

Oy PIPE ABOVE NOT SHOWN
SCREENING sac | :

—>
ENVIROPOD PLAN VIEW

 

 

 

 

ALL ROOFS 349sqm

 

 

 

COC
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VILLA 2.
RL37.40,

 

 

NTURA
VETREET

\_esmte 706sqm |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NLET GRATE 600+600

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   
  
   
  
   
         
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
    
  
  

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 
  

 

 

CATCHMENT AREA PLAN 1:400 é _
chEESE,
; r ROOF PLAN 1:400 -—> <—
v 5
INLET PIPE “ct bo INLET PIPE
« VO -| STAINLESS STEEL
oes uv Resistant XK “) EXTERNAL BAG FRAME
450sq DIVERTER PANELS A : TSCREENING BAG
SL37.600 cP BYPASS OPENING}—“| EEE TE ,
1L37.100 6150uPVC a * |
INTERALLOTMENT DRAINAGE ~SP303996 *
USIL37.100 eo —P>
DSIL36.650 3
Emt.A SP303996 ‘Wa ee
BLOCK RET WALL pA ae UTLET PIPE
|
EL a Al
ea | 5 . .
| & ‘ppisvaso ret ENVIROPOD 600*450
roo Co N\A “4,200 WIDE TRENCH GRATE és WITH RISER
. me OLY _ WITH HEAVY DUTY, 8
VMAS 8, \ \ TRAFFICABLE GRATE SECTION VIEW
AY 7 4% 24 ~
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k . . - .
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, “A seats
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CP L & FFL37.450_. = \ 5
sf 2 w
GTP106735 a 5 .
to 1 5 3
RL37.5 or OT é zt
Is 5%
1. if SB g
—---- He | 4| iT oa g
[ rt 35 c
' xP
1 Fi ao / POWER
#150uPVC STUB FOR ROOF DRAINAGE: etsoupve—71 || . owes
~---- +e a USIL36.650 | | |
DSIL36.530 Hi /
= = = = = 5 TH { “
| LL. /
. ee (Y
9150uPVC _) f rr |
SENED BY THE PRINCIPAL ANO
SEIS Besice Guar
| (y Be ec tne
VILLA 2 | KK © DATE AS PER TITLE BLOCK
— ¥
CLT | Wy $
RL37 40 | w > DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
. | FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
| Amd Description Date
&
ws
| S
g
GP2 | A
450sq x
SL37.800 CARPORT 7. a — yas eisoupve-—_ | eee eS
1L37.200 ~ RT < .  ~® FFL37.350 -4-- USIL36.650 | Hts S
a> a ~ ~ lee ° a “4 y DSIL35.000 prea
S ~ 4- . ae Leet ink .
“x. Me OS 4 LB eee! . ; - GPs 1 PALM
. - a peo oI : sq c
FFL37.750 ~~ : ee -SL36.600
re FFL "Pi . SA a 5 1L34.950 1] | B [STORMWATER REVISED 12-03-20
at 1 A |SEWER CONNECTION SHEET ADDED 01-11-19
f oe ee ee ee ee eh ee ee — oO I Not
CHIT . \ os tsoupve STUB FOR ROOF DRAINAGE jj | | _ 4} . Issue ores Date
GP2 \ 1L35.000. < > For Development Approval
, 7 “4 For Building Approval 17-10-19
\ 7 For Tender 17-10-19
_ [—NOTE: i —10—
_ ¢150uPVC 137.300 \ Osi a7 300 7 GP1 TO BE PROVIDED WITH For Construction Xx 17-10-19
INTERALLOTMENT DRAINAGE : 137.200  OSIL35.000 é ENVIROPOD BASKET AND As Constructed
USIL37.200 VN 8.000 NY RISER. DISCHARGE INLET
DSIL36.500 —

 

 

 

 

PIPES OVER ENVIROPOD
BASKET. REFER DETAIL

 

 

 

 225uPVC.
USIL34.950

 

WITH HEAVY DUTY, fF fy
TRAFFICABLE GRATE 4

fc &y

E R Ky
DSIL34.900 - xD)

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mS ac!

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—__ l 4 “ “
ROOF Wa a

 

-
eM contact: Reinhold Koenning MigAust AHSCA
Te SCREW IN KERB PO Box 181

 

CONCRETE Kp &Ch

 

 

 

 

CLIENT :
LINDICATES OVERLAND FLOW J & R THOMAS
PATH WHICH SHALL NOT BE SY
OBSTRUCTED AT ANY TIME :
EXISTING SIDE EMTRY GIT EXISTING ¢300RCP DESIGN BY: TRACEY DOWDEN
L35. LS J
1L34.790 TO BE CONFIRMED
ROAD CROWN NOTE: (PRosect: 5 VENTURA STREET N
BITUMEN SURFACE ALLOW FOR ALL COSTS OF DETAILED SURVEY SUNRISE BEACH
OF EXISTING STORMWATER INFRASTRUCTURE DUPLEX
PRIOR TO CONSTRUCTION. THE CONTRACTOR
SHALL CONTACT THE DESIGN ENGINEER IF
C a = = ClT THE DATA VIOLATE THE DESIGN CRITERIA. DRAWING TITLE:
CENT
XS
STORMWATER
DRAINAGE S)
PLAN
SITE PLAN & DRAINAGE PLAN
Design| RH.| Checked] @\ [pate | 17-10-19 | Dwg. No. AMD
\ SCALE: 1: 100 On At UN.o.| 2 Of 3 3479—OP2 J
RPD:— LOT 114 RP 132135

PENETRATE EXISTING INLET
WALL AND SEAL WITH NON
SHRINK GROUT

 

 

 

 

 

Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333

RPEQ# 7023