Original source · versioned page text
19553-C1000[A]-C1300[A} - full set
Attached to the e-mail Operational Works Application OPW20/0051 -Cover letter - DA Form 1 - Civil Plans.
Original PDF page 5, section 2. The text section number identifies this passage in the reader.
120
2 7.0 246
1.5 1.0 1.5 0 74.
.61 C
117
TC
1
CT 30
R1 B
0.0 1:4 1:4 1:4 1:4 80 1.25 7.00
00 440 0 0 0
B 1
TOPSOIL AND TURF DRAIN INVERT 3m WIDE 2 X2
TOPSOIL AND GRASS SEED ALL OTHER EXPOSED DRAIN AREAS X2 1.2520
448.637 0
100
TYPE A DRAIN TYPE B DRAIN
10
TYPE
EXCAVATE OPEN DRAIN FROM 0-B TO 1-X9 EXCAVATE CULVERT INLET AT 1:4.
TYPICAL OPEN DRAIN SECTIONS 2m WIDE BASE WITH 1:4 BATTERS.
A DR
AT 1% LONG GRADE FOR FIRST 50m THEN
30m
3.4% NOM TO 1-X9. REFER DRAIN SECTIONS. NOT TO SCALE TOPSOIL AND TURF.
0.00
AIN
0
ROAD 1 PLAN
TRAN
Headwall
10m
.SITIO
Ø RCP
Gra
vel
driv
ewa
300
y
N
4.50 0 Headwall
0
X3 1
14.0 X3
00
TYPE
ROAD 1 CONTROL LINE LAKE MACDONALD DRIVE INTERSECTION
en
80
of Bitum
g
000
arkin
Edge
Linem
g
arkin
R5.
Linem
es
C/L
B DR
en
g
erlin
PT CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE PT CHAINAGE EASTING NORTHING
arkin
of Bitum
d Pow
Linem
Edge
rhea
Ove
00
IP 1 0.000 492184.604 7079885.548 295°30'27.66" IP 1 0.000 492154.051 7079822.134
AIN
12.0
TC 16.965 492169.293 7079892.854 295°30'27.66" IP 2 3.585 492155.489 7079825.417
6.00 IP 2 28.543 492156.116 7079899.141 R = -15.000 23.157 88°27'09.66" IP 3 15.997 492160.682 7079836.691
0
0
CT 40.122 492149.475 7079886.139 207°03'18.00" IP 4 28.156 492165.938 7079847.656
5.50
R5.0
TC 74.143 492134.000 7079855.840 207°03'18.00" IP 5 40.438 492171.381 7079858.666
60
1
00
IP 3 84.985 492128.522 7079845.114 R = 20.000 21.682 62°06'52.63" IP 6 53.501 492177.168 7079870.377
0
X9
5.00
CT 95.826 492116.479 7079844.939 269°10'10.63" IP 7 65.286 492182.419 7079880.927
Ov
erh
ea
d Hig
h Vo
lta
ge
Tra
ns
mi
IP 4 106.667 492104.436 7079844.764 R = 20.000 21.682 62°06'52.63" IP 8 77.484 492187.853 7079891.849
ssi
on
Lin
es
5.50 CT 117.508 492098.649 7079855.328 331°17'03.27" IP 9 89.401 492193.103 7079902.547
S
Sewer
MH
0
0 TC 152.623 492081.777 7079886.125 331°17'03.27" IP 10 101.048 492198.093 7079913.070
00
X9 IP 5 174.281 492069.086 7079909.291 R = -30.000 43.316 82°43'38.17" IP 11 112.415 492202.893 7079923.374
15.0
D2
40
ROA
CT 195.939 492044.499 7079899.634 248°33'25.10" IP 12 124.804 492208.116 7079934.608
TC 230.923 492011.937 7079886.845 248°33'25.10" IP 13 137.093 492213.278 7079945.761
6.50
R10.000
2 0 IP 6 254.382 491989.361 7079877.978 R = 75.000 46.917 35°50'31.06" IP 14 141.023 492214.911 7079949.335
A
CT 277.840 491965.868 7079884.009 284°23'56.17"
CT TC 300.472 491943.948 7079889.637 284°23'56.17"
25.6
Street
Sign 44
ETF
ew
ay
IP 7 304.635 491939.906 7079890.675 R = 50.000 8.326 9°32'27.70"
driv
LEGEND
ete
ncr
Co
Link Water
CP & Earthing Stormater
ST CT 308.798 491936.092 7079892.368 293°56'23.87"
20
Test Point MH Letter
Box
ers
mark
ion from markers
1
kerb
kerb
TC 319.336 491926.461 7079896.644 293°56'23.87" ROAD 2 CONTROL LINE
ion from
- locat
Water
Valve
- locat
D:\JF\Dropbox\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
CONTROL LINES
sing
sing
A
s cros
cros
com
R1
Elec
Tele
IP 8 325.394 491920.896 7079899.115 R = -50.000 See the original
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