RFI (rec. 5.06.26) 2567 - Appendix B - Site-Based Stormwater Management Plan (SBSMP) (Ver. 2)

 

 

Cod Flo: G:\41\.17021\ Document _Tronsfer\ Incoming 45~113\ CHAK ACAD 45113-COA_CO4A COSA Earthwosks.¢wo{C03)

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

 

 

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Plot Oale: 27/07/07 - 14:34

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BOULDER RETAINING WALL SCHEDULE Surface water is not |/~ 120m Choinire Secu
H 15m to flow over wall. Fence, refer IPWEA Drg Uy N S:
A 0.5m G-0041 for details 1, ALL FOUNDATIONS ARE TO BE CONSTRUCTED OF 100mm CBR1S MATERIAL
8 1.2m y FULLY COMPACTED
c 0.3m Sh. 2. THE FOLLOWING GEOTECHNICAL PARAMETERS AND MATERIAL PROPERTIES
@PSM 101689 9
RL 119.899 A.H.D o 2.0m gla SHALL BE CONFIRMED ON SITE GY A GEOTECHNICAL ENGINEER PRIOR TO
(TOP OF BRIDGE) £ 0.25m ES CONSTRUCTION:
F 0.6m VARIES , 8a ‘SGIL UNIT WEIGHT = 18 kN/mS
¢ 1.0m i | SOIL FRICTION ANGLE = 25 DEGREES
J 1.0m ALLOWABLE BEARING CAPACITY = 100 kPa
MaDuMuy, BoUtDER BOULDER UNIT WEIGHT = 25. kN/m3
3, BOULDERS MUST COMPRISE SOUND, CONPETENT, DENSE, HARD ROCK. ANY
a —o BOULDERS THAT ARE WEAK, PRONE TO WEATHERING OR CONTAIN FRACTURES
x = WOULD NOT BE ACCEPTABLE,
CH WO off. 0.30 iz aoe R ba | 1 4, BOULDERS MUST BE PLACED SO THAT THEY HAVE CONSIDERABLE PHYSICAL
1 1816.556 LINE OF SETOUT SLOPE (MIN. 4 INTERLOCK, ANO PROVIDE A FACE WITH MINIMUM VOID SPACES. BOULDERS
N'5402.820 COORDINATES SHOWN = SHOULD BE PLACED SO THAT THE LARGEST SURFACE IS SLOPED INTO THE
| provIDE Nia *e* pars at GEOFABRIC LAID WALL AT A MINIMUM SLOPE OF 1(V):5(H). THE FRONT FACE OF THE WALL
&® Yay BOO CENTRAL WIT AGAINST RETAINED SHALL BE BUILT TO SLOPE BACK FROM THE VERTICAL A MINIMUM OF 4(V):
3N12 HORIZONTAL BARS SOIL AND AROUND — 1H)
AS SHOWN 5. THE MINIMUM SIZE OF BOULDERS SHOULD BE 0.5m. LARGER BOULOERS
PSM47250 IL 122.284! hg,
End of Ferrels Rd Of - SHALL BE USED AT THE MID AND LOWER LEVELS TO BE APPROXIMATELY
jo ——~Y THE WIDTH OF THE WALL AT EACH LOCATION.
4g, MIN 100mm SLOTTED 8. THE CONCRETE FOOTING SHALL BE CONSTRUCTED FROM 25 NPo CONCRETE
0 BEM s3 $18 AH.D DETAIL PIE ROMIDE AND THE BASE SHALL BE INCLINED A MINIMUM OF 1(L):5(H).
by . NTS MAX. INTERVALS co oF 7. THE LOWER COURSES OF BOULDERS SHALL BE SET INTO THE CONCRETE
© j Le FOOTING AND ALL VOID SHALL BE REMOVED BELOW THE FINISHED LEVEL
CH W680 off. 0.30 t 25MPa CONCRETE A 8. AN AGGREGATE DRAINAGE LAYER SHALL BE PLACED BEHIND THE WALL,
E 1774.568 f \ 7 WRAPPED IN GEOFABRIC OVER THE ENTIRE HEIGHT OF THE WALL A 100mm
N §034.725 SN Le SLOTTED AGRICULTURAL PIPE SHALL BE PLACED AT THE GASE OF THE
Lot 1 DRAINAGE {AYER AND DRAINED TOWARDS THE END OF THE WALL
‘3 Y Lot 3 TYPICAL BOULDER RETAINING WALL
{ we \ Y > nies COUNCIL we
CH UTI 727 gL O50} roe ee
0. \ weep ADIT O,
~s\, e ieekea0 vy l/\ ei ::F PERMIT GPERATIONAL WORKS Woz Fe o7
> \ \ iN 437.508
S\~s | [Nag5taea % GH 44.841 off. 0.30 St .. DATE.
= Ly CHL 0,30 E 1943.028
Pess\_> 1 7825.348 0 OR See DATE
% N 4921.445 Se8.026
AMEN DATE
U/ Pep NECOMMESSYED FOR APPROVAL .
S ~ CHES. 010K O30 sessasssnesee
“ E 4037.571 ) eS A cert RR .
J Nv 3S oa N.4927: HO ce STANCES MAY THE PLAN & RETAINING WALL LEVEL SETOUT
ey, zt CATIONS | 8B SEPARTED FROM WITHOUT E | fhainage Surface Top RL | Height Chainage Surface Top RL | Height
gts DEV 1
ERS P PRG ff. AGER LAND DEV * [South side - S East Side -
— ay 6.425 60 123.106 | 123.332 | 0.226 Q woot | 16371 | 1440
Y 3.603 10 124.829 122.615 1,086 0 115,327 116,768 Wb
. 80 120.164 | ra27a— | at09 20 15.619 | 11068 | 1.449
5 ot\ 6 90 119.295 120,578 | 1.303 30 115,831 197.316 1483
° 100 esta | 9840 | 4327 40 6.123 | 112.447] 4324
ot 2 Ww 117.773 199.120 1.347 so 116.906 117,513 0.607
7] Lot 5 20 17.226 {118435 | 1.209 60 17405 | 117555 | 0.150
Ot 130 116.659 11756, 1.095,
‘ 140 116.093 17.230 4437 Around Lot -L
200. 8 <_ 180 115.688 17.015 4327 30 123.242 123.468 0,206
oT wo 115.464 16,913 Wao ao 122.761 123.118 0.357
J aa eA no 115.327 16.824, 1497 st 122.286 122.780 0,469
<— 160 115.258, 116,736 481 60 12710 122.507 0.197
x pe Wy 190 115.156 116.656 1500 w 121.078 122.616 1.338
az 7 \ \ 4 ‘a 200 115.157 116.637 1480 80 120,830 122.320 1.490
> 2? A &> oO 210 115.065 16.587 Wah? 0 121.090 122.426 1.336
| cis? wr a4 oO CH $311.104 off. 0.30 220 115.019 =f 116.519 1500 100 yauase | 122577 | 1.219
_—- ~ o E 2063.710 230 1) 114920 | 16.420 | 1500 v0 121556 | 122.712 | 1.456
uw —_ o 240 114.855, 116.345, 1.490 420 121,182 122.789 0.977
| ae C—O NASB 747 250 gr | 16.220 | 1308 3 ra19e7 | 122818
- 5 2 mo oO 116.91. e Ws 130 ! 81 0.831
. eG me aeons 260 meno | 6197 | 1487 mr) w2.22%6 | 122.829 | 0.605
A — oa 3 ° cHsso0 210 1903 | 116.309 | 1.401 450 wenee | 122.930 | 0.482
v nt (72) S Oo Drainage Swale refer E 2052.884 280 116,992 16.616 12h West side - W
BS Q detail, (451 13-C07) N 4836.276 290 118.092, 116.549 1.457 o 124.655, 123.165, 1490
Earthworks YD S . 300 915,187 116.649 11462 w wrzeo =| 123een | 1180
Grid Setout | . 0 14.931] 116.374 1.440 20 y2245B | 123.700 | 1.242
CH SO 30 122533 | 123.690 | 1.157
E 1761,066 CH 63.005 offset 0.30 . 40 122.653 | 923.686 | 1.033
N 4766.594 E 1621.83! 50 122490 123.679, 0.969
N 4783537 60 nesses | a6 | 0.07
| ew 123,303 123.655, 0.382
SexES oRMAN | Ba leddy sergiacomi & cueT LOCATION ORAEING WO,
. on oaoes | oF associates pty. itd. | DEPT. OF INFRASTRUCTURE HOLTS ROAD, NANDROYA 45113-C03
40 ENGINEERING & ENVIRONMENTAL CONSULTANTS SHEET
[ISSUE FOR TENOR | 07707 pesiceo | ew) PRORECT ime ~
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aN. SESERUPTION oY | owe , mom | a sensi toity Fee > cennarBctrcrved > PROPOSED INDUSTRIAL EARTHWORKS LAYOUT PLAN 3
pe, zr oT, STIRS Em EES WoL CTE 7.0. cox 1256 CALOURD A, GUD. 4551 SHEET 1 of 3 oF A
Piemonte mse | esa | 2040005 Gar) I OE ay ESTATE 36