Eng's Stormwater design · OPW16/0051

 

           

 

 

 

 

 

 

 

 

  

            

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CANAL
LEGEND CY
\
EXISTING 2300 RCP \
oun REVETMENT \
—200—sw—s0—sw— | PROPOSED REALIGNMENT WALL TO BE RETAINED
TOP OF WALLS RLY 19 EXISTING ENDWALL TO BE
EXISTING WATERMAIN RCP IL: 0.70 RETAINED
YY LY 7 7 GRAVEL PAVEMENT WITH AC WEARING COURSE CONSTRUCT NEW ©1050
CZALZL44_43  (OMATCH EXISTING) MANHOLE OVER EXISTING
@300 RCP (1.0m CLEAR OF
EXISTING SEWER REVETMENT WALL) ALL REDUNDANT STORMWATER
CONSTRUCT NEW 1050 : PIPES TO BE REMOVED
EXISTING TELSTRA PIT MANHOLE
H EXISTING HYDRANT é
| 8 LOT
we EXISTING WATER METER 8 RP217095
|
ji i
i
| og
io.
LOT 64 / | & LOT 71
NZ1844 i | ¢ NZ1847
{ §
|
CANAL EXISTING HOUSE POOL | | L EXISTING 2 STOREY
\ | ; HOUSE TO BE
/ log DEMOLISHED
z | 3.000 &
ig f a ig
8 Psy g
IL: 0.704 g pe Z
SL: APPROXIMATELY —/ 8 4 8
2.150 (TO BE > ; a
CONFIRMED ON SITE) fe | ° fe
.729 w 8 w
300 RCP 0.745m a, | 8 a
(1 IN 515) .731 2 i S
a = a
SL: APPROXIMATEL) re
2.150 (TO BE YS 22
CONFIRMED ON sire) ol ja 2
8) S25
: | eae
| a gle
== S 8&
la
| a”
:
° | 8
\ 3S | |
\ ° |
1 2
1 3
DETAIL ; MH
(REDUCED ATAT PROPOSED 3.0m WIDE—*+ EXISTING HYDRANT TO LL 2.25
DRAINAGE EASEMENT | | BE RETAINED
; 8 |
L |
: 2) :
&!
Re 9375
| Z L_
a . a __ oe _-____
BENCH MARK ] @300 1L=0.843 ~~ CONSTRUCT NEW LID SL: 1.94 IL: 0.94 IN EXISTING DRIVEWAY
bas! LINE (SAG) PIT IN ACCORDANCE WITH TO BE RETAINED
U/S IL = 0.97 ain 758) SEWER AND WATERMAIN TO BE STANDARD DRAWING IPWEAQ DS-063 TO MOSSMAN COURT
TO NOOSA PARADE TEMPORARILY SUPPORTED DURING ~~ DEMOLISH EXISTING
LAYING OF STORMWATER PIPE MANHOLE AND GULLY PIT
CONSTRUCT NEW 1050 MANHOLE
OVER EXISTING 2300 RCP
SL: APPROXIMATELY 2.000 (TO BE
CONFIRMED ON SITE) RAVENWOOD DRIVE
0 2 4 6m
a RECONSTRUCT TYPE M1
Scale 1:100 @A1 KERB AND CHANNEL
Scale 1:200 @A3 REFER IPWEAQ STANDARD
DRAWING SEQ-R-080
Associated Consultants Client Drawn Verified Project Drawing Title Scale |Sheet Size]
MAX WATERSON AND | D. WOOD NV GJ 9 RAVENWOOD DRIVE - NOOSA HEADS GENERAL ARRANGEMENT jas SHOWN! A1
ASSOCIATES Designed Verified
GJ DR PLAN Drawing Number
Used for this specific project. engineers & project managers Approved RPEQ No ROP LOT 70 RP217095 15758 C02
This drawing shall not be used Noosa: 07 5449 9600 D.REY}MLDS = 9072 LOCAL AUTHORITY NOOSA COUNCIL
for i Serine ee Box Nocamvile CLOWSOS Signe, Date MCU APPROVAL HORIZ DATUM 0 10 20 3040500 Sheet Revision]
‘Igsued for construction inthe | _A__/12.02.16| ISSUED FOR APPROVAL NV reception @lodconsuting. com, we todeonsuting com 1202.16 ROL APPROVAL REC 15/0023 VERT DATUM AHD allah) 20f 2 A
revision description, Rev] Date [Revision Description Drawn ‘ABN 39 128 805 336 OPW APPROVAL RL MEASUREMENT BAR - INCREMENTS IN mm
¥ Pa