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OPW15/0194 - Operational Works Application - 6 Hoop Pine Rd
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LOT2
ON RP 187377
NO ACCESS TO EXISTING
NEIGHBOURING DRIVEWAY
FROM PROPOSED DRIVEWAY
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LOTt
r PROVIDE CONCRETE DRIVEWAY ACCESS IN ONRP 187377 '--_/- -- ~-~////I
ACCORDANCE IMTH IPWEAQ STD DRG R-050 ~ .r' --- -- F-7',/ \ 8
DEMOLISH AND REMOVE :.....- '" . ',1 I
CONTROL LINE CL01 EXISTING TRACK TO PREVENT -------.,.~ EXTENT OF WORKS I
-
'~'0--=: J'
REFER SETOUT TABLE BELOW VEHICULAR ACCESS '~
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TOCOOROY
. A EXISTING TREES
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PROVIDE ROAD EDGE GUIDE POSTS HOOP PINE ROAD /I,TO,BE\REM,. OV\ED , \ ' \ \' '''' •. ~"\
@500mCRS-CONFIRMONSITE ~Ji~ ;( I ~,\ L'" ~
" \\ \\~l,\\(,\' \A\\;\'\iI\\":\ ~~:',,::~,~;\ >;~~~"?{~C/
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TO OCEAN VIEW DRIVE
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LOT 11
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- ON $P 184289
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,I ~K ~Ii IJ J I i I~I ~ I ~ ~ I ~ \ J \ ~ \ ~ \ ~ \ g~ \ , \ ~ \
PROPOSED EASEMENT FOR
TURNING AREA AND
STROMWATER DISCHARGE
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ourrET OPEN DRAIN TO
EXISTING GULLY AND PROVIDE
g g 09.. GROUTED ROCK SCOUR OUTLET
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0 :-..
STEEPEN SAnER TO AVOID TABLE DRAIN PROTECTION. 10m2 (MIN)
PROPERTY BOUNDARY REFER SETOUT TABLE BELOW 0 ,," h.
EXISTING DRIVEWAY
ACCESS TO BE MAINTAINED
PROVIDE 1.0m HIGH DUMPED ROCK
CHECK DAMS EVERY4.00-5.00mAS PER
LOT 2
ON RP 864123 I !ff
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EXISTING
AND CHANNEL
KERB
IECA STD DRG CDT-01 '" ~ t fi (J ~
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GENERAL ARRANGEMENT PLAN 0::i ,. :to
~ ::s o 5 10 15m
SCALE 1:250
00
o()'~() b--" Seale 1 :250 @A 1
, I
<: ,::i scale 1:500 @A3
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SETOUT TABLE - CONTROL LINE CL01 SETOUT TABLE. TABLE DRAIN LEGEND
Northing Rad/Spiral Chainage Easling Northing Level Rad/Spiral
Chalnage Easting Level -- - -- PROPOSED CONTROL LINE
o 1004.996 1923.185 137.199 o 1002.44 1921.925 136.845
PROPOSED CONCRETE PAVEMENT EDGE
136.847 50 8264 100821 1914.517 134.709 62,846
1.408 1005.617 1921.921 --)--)-- PROPOSED TABLE ORAlN
2,816 1006.168 1920.624 136.495 16,528 1007.924 1906.383 132.52
--) -->-- EXISTING TABLE DRAIN
1007.633 1917.158 135.554 36.737 1010.174 1886.3 126.674
6.58
('" III!
EXISTI NG EDGE OF BITUM EN
1010,25 1910.974 133,885 50 44.189 1011.016 1878.896 124,518
13255
1904.319 132216 51.354 1012.574 1871.903 122.45 EXISTING TOP OF BANK
19,929 1011.142
1896,525 130.25 66." 1015.656 1856,804 118.157
27.793 1012.188 EXISTING BDnOM OF BANK
1893.713 129.541 -150 82.681 1018,792 1840.994 114,278
30.63 1012.565 EXISTING PROPERTY BOUNDARY
94,09 1021.361 1830.083 111.923
33.467
43.995
1013.049
1014.842
1890.917
1880.543
128.832
126.2 104.094 1023615 1820.337 109.939 ) PROPOSED DUMPED ROCK CHECK DAM
1876.383 125.145 .200 111.714 1025.119 1812,867 108,693
48.217 1015561 PROPOSED ROAD EDGE GUIDE POST
52.438 1018.455 1872.257 124089 121.368 1027.311 1803.465 107.116
128.212 1028.192 1796.678 106.088
62.436
66.757
1018.573
1019.488
1862.485
1858.262
121.59
120509 -200 129.765 1028.403 1795.055 105.67 , 0.5m
71,078 1020.585
1024.15
1854.082
1840.494
119.429
115.917
131.319
137.836
1027.416
1023.484
1793.75
1788.553
105.252
104.800
SHOULDER llol,3 OOm \MOE DRIVEWAY I ROAD EDGE GUIDE POSTS
85.126 DESIGN
SELECTFILL
SURFACE
94.687 1026.58 1831.232 113.527 150
0
1 1 300%
104,249 1027.813 1821.738 111202
/ 1.0m HIGH DUMPED
129.292 1031.037 1796.903 106,419 ALL 1 in2 ,/ ROCK CHECK DAM
BATIERSTO
131.816 1031.38 1794.266 106.023 6.5
VEGETATED
I 3"
1029.775 1792.145 105.627
134.341
141.001 1025.757 1766.833 105.450
150mm THICK CONCRETE PAVEMENT...J
~'i
~~ROCK LINED TABLE DRAlN
_ REFER NOTES ON SHEET C02 AND
- 300mm DEEP
DETAILS ON SHEET CO,
~EXISTING o 123m
L-i' ; I
SURFACE DRIVEWAY TYPICAL SECTION
Seale 1:50 @A 1
SCALE 1:50 Seale 1:100@A3
"' ..• •••••• ."' ... Projlld Orawlng TllI•
TOD GENERAL ARRANGEMENT ;'; SHOWNr';~'
COPYRIGHT C
TI* lhw'n\J1I ~ 10
RICK TEMPLETON
BLH GAJ PRIVATE DRIVEWAY ACCESS
Deslgnlld V.~~lId
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BLH GAJ PLAN, SETOUT AND Drewlnll Number
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RDP LOT 11 on SP1&f289 TYPICAL SECTION 15633-C03
engineers & project managers
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17
LOCAL AUTHOFlITY NSCJSCC
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0." '"'CU APPROVAL
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'_IlOI<M~ Rev Dale Revtslon Descri tion Drawn
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