Engineering Drawings Part 2 - OPW14/0197

 

 

NOTE:
REFER TO N13078-131 FOR BIO
DETENTION BASIN NOTES AND DETAILS.

 

 

 

 

Zz

   
    
  
  
       
  

  

REFER OUTLET THROUGH ROCKWALL
DETAIL ON DRG. N13078- 131

     

   

    

STEEL GUARD RAIL. REFER
T.M.R. STD. DRG. 1474

600x600 CHAMBER
WITH SOLID LID.

600x600 FIELD INLET WITH
GRATED LID. RL 13.000

225 OUTLET PIPE. REFER
DRG. N13078-131 FOR DETAILS.

Blo RETENTION AREA 150m?

~150@ SMOOTH WALLED SLOTTED eve PIPE -
MIN 0.5% GRADE AND MAX 2.5m SPACINGS.
REFER DRG. N13078-131 FOR DETAILS.

 

 

STORAGE VOLUME TO
RL 14.40 = 1100m?

 

 

902

 

 

 

i
PROVIDE 20m? ROCK PROTECTION

   

 

 

 

 

 

 

  

 

ACCESS TRACK SETOUT BIO-RETENTION BASIN DETAILS

 

 

 

 

 

 

 

 

CH 0.000 €5157.611 N1017.544 PARAMETER BASIN
CH 0.262 £5151.783 N1017.346 FILTER SURFACE AREA (m?) 200
R=5.000 FILTER SURFACE LEVEL (m) 12.70
DEF=18d38'53.88" TEMPORARY PONDING DEPTH (mm) 300
TL=0.821 STORAGE VOLUME (m3) "100
ARC=1.627 TOP OF EMBANKMENT (m) 14.80
CC E5155.560 N1020.622 EMERGENCY WEIR LEVEL (m) 16.40

 

 

IP E5152.321 N1016.726

 

 

CH 1.889 £5153.029 N1016.310
CH 4.952 £5155.670 N1014.760
R=5.750
DEF=99d49'42.70"
TL=6.832
ARC=10.018
CC £5158.581 N1019.719
IP E5161.562 N1011.302
CH 14.971 £5163.964 N1017.697
CH 25.542 £5167.680 N1027.594

BASIN WALL SETOUT

LEGEND
EXISTING SURFACE CONTOUR
— — —50.0___ DESIGN SURFACE CONTOUR
— ——.— — — SLOTTED PVC PIPE WITH C.I. CAP
SUBSOIL CLEAN OUT POINT
HORA ESOOSSO: PROPOSED BLOCKWORK RETAINING WALL
(1.00) WALL HEIGHT (IN METRES)
‘sw0—— PROPOSED STORMWATER PIPE

 

 

 

SAFETY FENCE - AS DETAILED
STEEL BEAM GUARDRAIL

ROCK ARMOURING SCOUR PROTECTION
BASIN FILTER AREA
DETENTION AREA

BASIN FILTER SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 
     

POINT | EASTING NORTHING POINT | EASTING NORTHING
1 5155.025 | 1019.054 A 5164.987 | 1034.444
2 5159.344 | 1030.723 B 5182.976 | 1083.340
3 5174.465 1071.574 C 5186.012 1082.174
4 5176.314 1081.377 D 5167.922 1033.379
5 5180.729 | 108.486
6 5185.908 | 1092.034
7 5192.307 1087.646
8 5169.756 1026.817
9 5163.70 __|1010.671
~ LOT 162 - + SETOUT IS TO BOTTOM OF WALL
CONCRETE SLEEPER RETAINING WALL. sam HIGH POOL TYPE FENCE 10
2m
REFER N13078-109 FOR DETAILS | ~~ tatoscare ARCHITECTS DETAILS
CARISSA PLACE * TOP OF WALL .

 

    

STEEL BEAM GUARDRAIL
TO TMR STD. DRG 1474

BLOCKWORK RETAINING WALL.

 

MIN

RL 14.80

: N T_0.50m
WER LEVEL 14.40]

 

BASIN RL 12.70

1% (TYP)

 

 

REFER N13078-109 FOR DETAILS

 

 

SECTION
SCALE (Al:
SCALE (A3):1:200

 

- LOT 163 -

   
 

CARISSA PLACE ‘

 

 

 

a

wT

 

 

 

!

BIO-RETENTION AREA 200m?.
REFER N13078-131 FOR FILTER DETAILS

1.2m HIGH POOL TYPE FENCE TO
LANDSCAPE ARCHITECTS DETAILS.

TOP OF WALL

MIN

RL 14.80 0.50m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

F100 WSL_RL 14.3 WIER LEVEL 14.40]
Dsp ROCK = 300mm @ 300mm THICK “WSL_RL 1382. —°~—~OSCSCSS~*drY
| i REFER |.P.W.E.A.G. STD. DRG. l Ee
STEEL GUARD RAIL. REFER WSUD-006 FOR WEIR DETAILS Ns Sj
T.M.R. STD. DRG. 1474 suesbiL ORAIN |
| / / /
CLEANOUT POINT y 7 y ROCK SIZE (Deg): BIO-RETENTION AREA 200m2,
: | / / Dsp ON THE ENGINEERING PLANS SHOW REFER N13078-131 FOR FILTER DETAILS
/ ROCK WORKS DENOTED AS HAVING SECTION — ca
// / SIZES OF Dsp. Dsp CORRESPONDS TO THE SCALE (A3):1.200
7 MEDIAN DIAMETER OF WHICH HALF OF
7 , THE ROCK SIZES SHALL BE GREATER
Uv AND HALF OF THEM SHALL BE
7 A ( , SMALLER. THE ROCK SHALL BE WELL
™= a Tk. yr 45 UO GRADED AND HAVE A MAXIMUM SIZE NO
DRIVEWAY CROSSOVER TO ) GREATER THAN 30% AND A MINIMUM
IPWEAG STD PRE. SEG R-050 ‘ SIZE NO SMALLER THAN Dso. FOR
4.974 EXAMPLE IF Dsp = 400mm IS SPECIFIED,
Tp THE EQUIVALENT ROCK DIAMETER
RANGES FROM 280mm TO 520mm.
3.50m WIDE TURFED ACCESS /
TRACK AT MAX GRADE 1 IN & A
Ad
/ Ml,
FILE: N13078-128.dwq DATE: 16-04-2014 TIME: 12:36
iXref's: X-N13078-TIT X-N13078-BASE X-N13078-CONTOURS USR: nathan taylor
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