Polygon at Roshak Ridge
165TH AVE
ECARRET
B
O
U
L
E
V
A
R
D
168TH AVE
EVA HT961
CAIRNS TR
ROY ROGERS RD
blake 11:44 AM - Dec. 18, 18 1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(1) COVER.dwg
trent 4:56 PM - Dec. 17, 18 2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(2) NOTES.dwg
SW ROY ROGERS ROAD (C.R. NO. 3150)
trent 4:57 PM - Dec. 17, 18 3.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(3) EXST.dwg
SW ROY ROGERS ROAD (C.R. NO. 3150)
trent 4:57 PM - Dec. 17, 18 3.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(3) EXST.dwg
27+9120+00
21+0022+0023+00
L8
EUNEV
A HT561 WS
8
0+
WS0
EVIR
ET R
14+0000ECARR
+31UOB
AVEL
DR
9
+
0
0
1
+0
00
00+11
L13
3+002+00
1+00
EU
NEVA HT861 W
S
11L
12+00
11+00
L15
7+00
EUNEVA HT961
WS
L5
10+0000+
900+800+7
E8D
E8DK8D
K8DK8DE8D
X
X
SW CAIRNS TERRACE
X
X
X
7+00
9+0000+8
X
E6DD6
K6DK6DK
E6BK6BK6BK6BE6B
SW ROY ROGERS ROAD (C.R. NO. 3150)
trent 4:57 PM - Dec. 17, 18 4.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(4) SITE.dwg
5019BR
00+
4225+0026+00
27+0028+0029+00
30+00
L8
EUNEVA H
T561 WS
3413.2BD
3410.2AD
00+
5
7
1C
3410.2DD
DD2
.3143
3413.2DRD
3410.2BRD
3413.2ARD
0+7
0
00
+6
8
0+
0
00+1
00+2
EUNEVA
HT861 WS
L11
10+009+008+00
7+006+00
51LTRACT B
6+005+00
4+003+002+00
1+00
L5
EUNEVA HT961 WS
6+005+00
4+003+002+00
E8DK8DK8DK8DE8DE8AK8A
K8AK8AE8AE8AK8AK8AK8AE8A
E8DK8DK8DK8DE8D
E
CARRET SNRIAC WS
6+00
5+004+003+00
2+001+000+75
E6D
E6DK6DK6DK6D
E6D
E6BK6BK6B
K6BE6BE6BK6BK6BK6BB6E
SW ROY ROGERS ROAD (C.R. NO. 3150)
trent 4:57 PM - Dec. 17, 18 4.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(4) SITE.dwg
trent 4:58 PM - Dec. 17, 18 5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(5) SECTIONS.dwg
WS
DAOR SREGOR YOR
trent 4:58 PM - Dec. 17, 18 6.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(6) INTERIM GRADE.dwg
DAOR SREGOR YOR WS
trent 4:58 PM - Dec. 17, 18 6.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(6) INTERIM GRADE.dwg
EUNEVA HT561 WS
EUNEVA HT861 WS
EUNEVA HT961 WS
X SW CAIRNS TERRACEC WS
ECARRET SNRIA
X
TRACT G
OR WS
.DR SREGOR Y
trent 4:58 PM - Dec. 17, 18 8.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(8.1, 8.4) GRAD OVERALL & LOT SEC.dwg
SW 165TH AVENUE
EVIR WS
ECARRET R
RAVELUOB
D
EUNEVA HT861 WS
EUNEVA HT961 WS
X
X
X
X
ECARRET SNRIAC WS
X
X
DAOR SREGOR YOR WS
brian 1:36 PM - Dec. 18, 18 8.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(8.2) GRAD.dwg
EUNEVA HT561 WS
EUNEVA HT861 WS
EUNEVA HT961 WS
SW CAIRNS TERRACE
SW ROY ROGERS ROAD
trent 4:59 PM - Dec. 17, 18 8.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(8.2) GRAD.dwg
MOUNTAIN RD
SW BULL
LN
LN
SW ADELAIDE
ROCKHAMPTON
SW
BAY LN
SW BOTANY
SW SHELL HARBOUR WAY
TRACT C
COAST LANE
SW GOLD
TRACT S
ST
TOWNSVILLE
ST
SW
TOWNSVILLE
SW
TRACT B
TRACT M
COAST ST
COAST ST
SW SUNSHINE
SW SUNSHINE
CAIRNS TER
TRACT G
brian 1:25 PM - Dec. 18, 18 8.4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(8.1, 8.4) GRAD OVERALL & LOT SEC.dwg
SSSS
SSSS
W
WWWWW
SDSDSDSD
SDSDSDSDSDSD
SDLN-12
21-NLDS
EUNEVA HT561 W
S
SSSSSSSSSSSSSSSS
SSSS
SSLN-D
SSLN-D
PGE
PGEPGE
SSSS
SDSD
W
SSSS
SSSS
SDSD
SSSS
SDSD
W
PGE
SS
SS
SS
SS
SSSS
W
SDSD
SSSS
SSSS
SDSD
SSSS
W
SDSD
SSSSSSSS
SDSD
SSSSW
SDSD
SSSSSSSS
SDSD
W
SSSS
SDSD
SSSS
SSSS
SDSD
W
SSSS
SDSD
SSSS
GE
P
W
SSSS
GE
P
PGE
W
SSSS
WW
WW
WSS
1
6
"
DD
SDSD
WW
WSS
SS
SS
DD
SS
SS
S
"61LS
N
-
O
W
WS
D
DDSSL
SSN
WSS-
6
W
W
P-N
LS
S
SSSS
SSSS
SS
DD
41
-NL
DS
R WS
T REVI
CARRE
UOB E
RAVEL
D
W
EG SSSS
P
SDSD
SDSD
SSSS
W
W
SSSS
SDSD
SS
DD
SSSS
W
W
SS
SS
SSSSSSSSSSSS
SSLN-F
SDSDSDSD
SDSD
31-NLDS
W
WWW
DDSSSDSD
SDLN-5
SSSS
SSSSSSSS
SS
SSLN-A
DD
SS
SS
SDSD
SSSS
W
SS
DD
SS
SS
SDSD
SSSS
PGE
W
SS
DD
SS
SS
SSSS
SDSD
W
SS
DD
SS
SS
SSSS
PGE
PGE
WWW
SDSDSDSDSDSDWW
SDSDSDSD
SDLN-3
SDLN-3
SSSSSSSS
SSSSSSSSSSSS
SSLN-A
SDSDEUNEVA HT961 WS
SSLN-C
PGE
SSSS
PGE
X
ECARRET SNRIAC W
S
X
W
XSDLN-1
WW
SDSD
DDSSSDSD
SDSD
SSSSSSSS
SSSS
SSSS
X
SSSS
B-NLSS
X
SSSS
DDSS
"81
WWW
WWW
WSSSSSSSS
SSSSSSSSSSSS
SSSSSSSS
SSXSS
XSSSS
SSX
XSSSS
SS
SSLN-A
SSSS
trent 4:59 PM - Dec. 17, 18 10.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(10) COMP.dwg
WWWW
WWWWWW
WW
SDSDSDSD
21-
NLDS
SDLN-8
SDSDSDSDSDLN-11
EUNEVA HSDSD
T561 WS
SSSSSSSSSSSS
SSLN-D
SSLN-K
SSSSSSSSSSSSSSSS
PGEPGE
PGEPGEPGE
W
SS
DD
SDSD
SS
SS
SSSS
SSSS
W
SDSD
SDSD
SDSD
SSSS
SS
SS
SDSD
SSSS
W
SSSS
SDSD
SS
DD
SDSD
SSSS
SSSS
SDSD
SSSS
W
SSSS
SDSD
SS
DD
SDSD
SSSS
SSSS
SDSD
SSSS
W
SSSS
SDSD
SS
DD
SDSD
SSSS
SSSS
SSSS
GE
P
PGE
W
W
7-
NL
DS
SS
W
SSDD
DD
PGE
SSDD
SSDD
SSSSW
SS
SS
SS
DDW
SS
SS
SS
DDW
SSSS
SS
DD
SS
SS
SSSS
SS
DD
SS
SSSS
SS
SS
DD
SSSS
SSSS
SDSD
SS
DD
WW
WW
WW
W
W
DRAVELU
OB ECARRET RE
VIR WS
SSSS
SSSS
SDSDSSSS
SDSD PGE
SDSD
SDLN-6
SSSSSS
DD
SDSD
WSS
DD
SS
W
W
DD
W
W
W
WW
SSSS
W
I-NLSS
SS
SS
SSSS
SDLN-5
W
SSSS
SDSD
W
SSSS
SDSD
W
PGE
SDLN-5
W
WWWWWW
SDSDSDSDSDSDSDSDSDSDWWW
SDSDSDSDDDSSSDSD
5-NLD
S
SSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSS
EUNEVA HT86
1 WS
SSLN-A
W
W
W
SSSS
PGE
W
SDSD
SSSS
W
WWWW
SDSDSDSDSDSDWWWWWW
SDSDSDSDSDSDSDSDSDSD
SDLN-33-NL
DS
SSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSS
SSLN-C
SSLN-C
EUN
EVA HT961 WS
SDSD
SS
SS
ECARR
ET SNRIAC WS
SDLN-1SDLN-1
WWWW
WWWWW
SDSDSDSDSDSDSDSDSDSDSDSDSDSDW
SDSD
SSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSS
SSLN-B
SSLN-B
PGE
G
SS
SSSSSS
SSSSSS
SSSSSSSS
SSSS
SSSS
WWWWSSSSSSSS
SSSSSS
SSSS
SSSS
SW ROY ROGERS ROAD (C.R. NO. 3150)
trent 5:00 PM - Dec. 17, 18 10.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(10) COMP.dwg
SW 165TH AVENUE
TRACT O
861 WS
EUNEVA HT
TRACT B
EUNEVA HT961 WS
T TSAOC DLOG WS
ECARRE
TCART
G
REGOR YOR WS
.DR S
trent 5:00 PM - Dec. 17, 18 11 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(11) TREE PRESERVATION.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
D
VLB
SUMP = 260.95
168TH AVE
169TH AVE
RT SNRIAC
ROY ROGERS RD
264.69
265.19
263.84
263.64
266.31
264.31
271.87
264.69
265.19
SS
SS
253.89
SS
DD
DS
S
S
SS
SS
SS
SS
DD
D
S
PGE
644
SS
SSSS
DD
W
18" IE OUT= 261.50
RIM=261.50
WWWW
WW
48" SLOPED INLET MANHOLE
SDSD
SDSDSDSDSDSDSDSD
SDMH 18C
30" IE OUT= 261.3SS
SS
10+00
9+00
18" IE IN= 261.4SSSSSSSS
SSSSSSSSSSSS
EVA HT961 WS
RIM=265.00
SDSDSDSD
SDSD
60" SLOPED INLET MANHOLE
SDMH 18B
260.87
30" IE OUT=261.29 (N)SS
DD
30" IE IN=261.29 (E)
RIM=270.50
269.85
STA=2+12.07 (SDLN-OUTFALL)
SDMH 18A
30" IE OUT= 261.00
STA=1+52.16 (SDLN-OUTFALL)
X
X
X
X
X
X
X
X
W
SDSD
SDSD
SW CAIRNS TER
X
SSSS
X
X
X
X
DDSS
DDSS
WW
WWW
WW
SSSSSSSSSSSSSSSS
SSSSSSSSSSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
trent 5:01 PM - Dec. 17, 18 12.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(12).WATER QUALITY & DETENTION FACILITY PLAN.dwg
263.64
266.31
264.31
271.87
trent 5:01 PM - Dec. 17, 18 12.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(12).WATER QUALITY & DETENTION FACILITY PLAN.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
ELEV = 275.37
PVI STA = 5+93.00
DS
SS
SS
SS
SS
SS
GOR YOR WS
DAOR SRE
trent 5:01 PM - Dec. 17, 18 13.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(13) SD-STREAM.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
WWW
WWW
DV
LB
ECA
RR
ET
REV
IR
WS
trent 5:02 PM - Dec. 17, 18 13.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(13) SD-STREAM.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
ELEV = 317.78
PVI STA = 13+94.98
S
D
trent 5:02 PM - Dec. 17, 18 13.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(13) SD-STREAM.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
EVA HT861
169TH AVE
RT SNRIAC
ROY ROGERS RD
SSSS
SSSS
SDSD
SSSS
SSSS
SS
DD
264.90
271.79
(INSIDE DROP)
SSSSSSSS
267.22
(INSIDE DROP)
SDSD
TRACT I
SSSSSSSS
WW
A RD ETAVIRP
TRACT J
BVCE: 276.19
BVCS: 8+07.39
SS
SS
SDSD
SSSS
W
265.19
264.69
263.89
EVCE: 274.75
SSSS
EVCS: 8+57.39
SDSD
W
SSSS
TRACT K
263.64
SDSDSDSD
H TCART
SDLN-1266.31
SSSS
264.31
271.87
SDSD
SSSS
SSSSSSSSSSSSSSSS
brian 1:40 PM - Dec. 18, 18 15.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(15).ST-CAIRNS.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
276.12
276.01
275.55
WWWW
SDLN-2
SDSD
SDSDSDLN-1
ENAL NOTPMAHKCOR WS
SSSS
3+002+00
SSSS
SDSD
SSSS
SSSS
BVCE: 282.15
SDSD
BVCS: 1+70.96
SSSS
SDSD
EVCE: 280.71
EVCS: 2+20.96
SSSS
SSSS
SDSD
SSSS
SSSS
SDSD
SSSS
SSSS
267.65
SDSD
272.89
(INSIDE DROP)
279.46
SSSS
SSSS
SDSD
WW
274.61
(INSIDE DROP)
SSSS
TRACT F
TRACT D
SDSDSDSD272.21
(INSIDE DROP)
SDLN-16
SSSS
267.45
279.22
1+00
PRIVATE DR B
BVCE: 278.99
2+00
BVCS: 4+50.00
SSSS
TRACT E
SSSS
SS
DD
EVCE: 278.56BVCE: 278.56
EVCS: 5+00.00BVCS: 5+00.00
SSSS
SSSS
SS
DD
EVCE: 278.12
EVCS: 5+50.00
SSSS
SSSS
SDSD
SSSSSSSS
SDSD
trent 5:03 PM - Dec. 17, 18 15.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(15).ST-CAIRNS.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
W
SDLN-3
WWWW
SDSDDDSSSDSD
SDSD
SSSS
SSSSSSSSSSSS
5+0000+4
EVCE: 282.81
EVCS: 1+55.00
272.21
274.61
267.45
279.22
BVCE: 279.18
W
WWW
SDSDSDSDBVCS: 1+05.00
SDSD
SSSSSSSSSSSSSSSS
00+54+00
SSSS
WWWW
SDSDSDSD
SDSD
3-NLDS
SSSSSSSS
SSSSSSSS
9+008+00
EVCE: 280.08
264.90
EVCS: 1+55.00
271.79
267.22
BVCE: 276.52
00+8
WW
WW
SDSDSDSDSDLN-1
SSSDSDBVCS: 1+05.00
DD
SSSSSSSS
SS
SS
SSSS7+00
SW CAIRNS TERRACE
trent 5:04 PM - Dec. 17, 18 15.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(15).ST-CAIRNS.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
275.04
276.53
270.94
BVCE: 282.26
TRACT I
272.57
BVCS: 7+79.23
PGEPGE
281.64
644644
SSSSELEV = 280.27
STA = 1+00.00 (TOWNSVILLE)
WWW
STA = 8+14.23 (169TH)
SDLN-4
SDSD
INTERSECTION
644
PGE
1+00
SSSSSSSSTRACT J
TS ELLIVSNWOT WS
24" IE OUT=268.80 (W)
12" IE IN=270.16 (N)
10" IE IN=270.32 (E)
EVCE: 280.85
268.94
24" IE IN=269.16 (S)
BVCE: 280.68
EVCS: 8+49.23
RIM=278.99
BVCS: 8+54.57
STA=1+10.00 (SDLN-3)
(169TH)
STA=9+31.00, 5.00' R
SDMH 3B
EVCE: 279.18
TRACT K
ELEV = 279.11
EVCS: 9+24.57
SDSD
ALLEY A.2
PVI STA = 9+31.23
265.55
BVCE: 278.65
BVCS: 9+76.70
12" IE OUT=271.31 (S)
272.1010" IE IN=272.00 (E)
SW SUNSHINE COAST ST
12" IE IN=271.51 (NE)
W
272.10
10" IE IN=272.00 (NW)
SSDD
278.26
RIM=278.48
11+00
SSSS
SSSS
SSSS
STA=1+12.97 (SDLN-3)
(169TH)
STA=10+22.58, 2.20' R
SDMH 3A
278.49
EVCE: 281.81
EVCS: 11+51.70
brian 1:27 PM - Dec. 18, 18 16.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(16).ST-169TH.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
ELEV = 290.57
283.7112" IE OUT=284.00 (N)
STA = 2+92.77 (ROCKHAMPTON)
WWWW284.01
12" IE IN=284.20 (E)
SDLN-3
SDLN-2
STA = 1+22.26 (169TH)
RIM=290.82
SDSDSDSD
INTERSECTION
STA=9+28.74 (SDLN-3)
3+00
SSSSSSSSSSSS
SW ROCKHAMPTON LANE
(169TH)
STA=1+17.26, 5.00' R
SDMH 3G
SDSD
12" IE OUT=280.73 (N)
SSSS
280.82
12" IE IN=280.93 (S)
288.26RIM=288.38
STA=8+36.43 (SDLN-3)
(169TH)
STA=2+09.57, 5.00' R
SDMH 3F
SDSD
BVCE: 287.50
SSSS
BVCS: 2+53.48
SDSD
SSSS
SDSD
EVCE: 285.93
SSSS
EVCS: 3+46.52
SDSD
SSSS
SDSD
SSSS
TRACT D
277.9712" IE OUT=277.72 (N)
278.2810" IE IN=278.08 (E)
10" IE IN=278.96 (W)
SDSD
2+00
12" IE IN=277.92 (S)
284.10
SSSSRIM=284.21
TRACT C
TRACT E
WWSTA=5+41.18 (SDLN-3)
(169TH)
STA=5+04.82, 5.00' R
SDMH 3E
SSSS
SDSD
SSSS
SDSD
SSSS
SDSD
trent 5:05 PM - Dec. 17, 18 16.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(16).ST-169TH.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
W
00+
31
W
W
W
W
ELEV = 294.75
SS
SS
41-N
LDS
STA = 14+52.69 (SUNSHINE)
284.58
DS
00+11
STA = 11+91.13 (RIVER TER)
284.78
EVCE: 293.90
INTERSECTION
286.12
ECARRET REVIR WS
EVCS: 14+25.00
284.83
775
EGP
BVCE: 291.89
BVCS: 13+75.00
281.70
S
S
283.02
282.87
282.43
281.00
281.64
SSSS
281.40
SDSD
SDLN-13
287.55
S
D
S
S
W
S
D
S
S
S
D
S
S
EVCE: 281.75
EVCS: 11+51.70
S
D
S
S
278.49
S
D
S
S
PGE
644
SDLN-3
W
SD
272.1
SSSS
10+00
272.1
SD
SW 169TH AVE
ELEV = 278.51
278.26
STA = 10+07.26 (SUNSHINE)
STA = 10+07.26 (169TH)
INTERSECTION
BVCE: 278.66
BVCS: 9+76.70
trent 5:06 PM - Dec. 17, 18 17.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(17).ST-SUNSHINE COAST.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
SS
313.2
312.3
312.6
SS
WSDLN-12
27+9120+00
SDSD
SSSS
SW 165TH AVE
577
PGE
SD
W
SS
S
D
W
SS
303.31
303.80
SD
PGE
W
644
310.00
W
SS
SD
W
SS
SD
W
SS
EVCE: 303.51
SD
EVCS: 16+70.00
W
S
S
BVCE: 300.54
BVCS: 16+30.00
SD
EVCE: 298.70
W
EVCS: 16+10.00
SS
SD
W
285.91
SS
287.99
288.05
SD286.19
W
BVCE: 294.07
P
GE
BVCS: 14+90.00
644
SS
W
trent 5:06 PM - Dec. 17, 18 17.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(17).ST-SUNSHINE COAST.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
W
W
ELEV = 302.40
PVI STA = 5+33.66
WS
R
EVI
RSS293.32
ET
RR
WCA
B E
O
LU
VEDS
RA
D
SS
W293.58
S
DELEV = 302.70
293.5
EVCE: 302.40
STA = 9+52.13 (RIVER TER)
EVCS: 5+09.66
STA = 5+21.64 (TOWNSVILLE)
INTERSECTION
BVCE: 299.58
BVCS: 4+59.66
283.97
284.51
284.95
284.14
292.86
EVCE: 295.49
EVCS: 4+07.00
281.26
281.42
282.39
SS
SD
SDLN-13
BVCE: 291.02
WW
SD
SDLN-5
BVCS: 3+37.00
SSSS
12+0011+00
EVA HT861 WS
EVCE: 289.35
EVCS: 3+03.77
BVCE: 288.06
BVCS: 2+80.23
275.46
277.09
275.84
PGE
644
273.11
274.65
276.18
EVCE: 282.85
273.34
EVCS: 1+93.54
270.94
273.57
281.64
BVCE: 281.28
PGE
577
BVCS: 1+23.54
ELEV = 281.40
ELEV = 280.27
PVI STA = 1+15.00
STA = 8+14.23 (169TH)
SDLN-3
WW
WW
D
SSDSD
STA = 1+00.00 (TOWNSVILLE)
INTERSECTION
SSSSSS
SS
ELEV = 281.48
HT961 WS
EVA
PVI STA = 0+88.00
PGE
644
PGE
644
trent 5:07 PM - Dec. 17, 18 18.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(18).ST-TOWNSVILLE.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
ELEV = 336.30
STA = 21+70.95 (165TH)
STA = 10+19.76 (TOWNSVILLE)
WWW
WW
SDLN-12
21+0022+00
SDSD
SDSDINTERSECTION
SDLN-12
SSSS
SSSSSS
EVCE: 336.00
SW 165TH AVE
EVCS: 10+07.78
326.64
644
644
PGE
PGE
BVCE: 332.92
BVCS: 9+57.78
318.21
319.83
319.89
318.89
EVCE: 304.93
EVCS: 6+40.00
295.11
295.26
301.95
E
PG
644
BVCE: 302.00
BVCS: 5+60.00
W
trent 5:08 PM - Dec. 17, 18 18.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(18).ST-TOWNSVILLE.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
292.53
294.13
292.73
301.10
ELEV = 301.85
STA = 5+16.40 (168TH)
STA = 5+16.40 (ROCKHAMPTON)
INTERSECTION
trent 5:08 PM - Dec. 17, 18 19.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(19).ST-168TH.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
290.41
291.71
291.98
283.36
284.17
283.74
290.24
281.26
281.42
282.39
ELEV = 290.77
STA = 3+32.00 (TOWNSVILLE)
STA = 12+00.00 (168TH)
INTERSECTION
trent 5:09 PM - Dec. 17, 18 19.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(19).ST-168TH.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
EVCE: 301.95
EVCS: 6+35.00
SS
SD
PGE
644
SDLN-5
WW
SDSD
SSSS
6+00
SW 168TH AVE
W
292.43
BVCE: 299.70
BVCS: 4+65.00
298.28
10+73.00
4+42.02
286.32
286.71
SS
286.84
SD
286.32
SS
S
D
283.71
284.01
PGE
644
SS
SDLN-3
281.33
W
WW
SD
289.17
SS
2+00
SW 169TH AVE
EVCE: 289.32
EVCS: 2+67.77
276.12
276.01
S
275.55
BVCE: 286.72
D
SS
BVCS: 2+27.77EVCE: 286.10
EVCS: 2+20.00
WWW
SDSD
SW CAIRNS TER
SSSS
00+21+000+75
BVCE: 283.50
276.02
BVCS: 1+80.00
ELEV = 284.26
276.17
STA = 1+00.00 (CAIRNS)
276.59
STA = 1+93.77 (ROCKHAMPTON)
280.53
INTERSECTION
11+85.78
1+23.43
E
PG
612
SS
SS
SS
SS
blake 4:57 PM - Dec. 17, 18 20 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(20).ST-ROCKHAMPTON.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
297.20
297.86
305.46
293.32
EVCE: 302.77
293.58
EVCS: 9+50.00
293.5
ELEV = 302.70
STA = 5+21.66 (TOWNSVILLE)
STA = 9+52.13 (RIVER TER)
INTERSECTION
287.09
287.59
287.58
284.58
284.78
ELEV = 294.95
286.12
STA = 11+89.65 (RIVER TER)
284.83
STA = 14+45.64 (SUNSHINE)
INTERSECTION
BVCE: 295.39
BVCS: 11+75.00
EVCE: 294.25
EVCS: 12+75.00
ELEV = 295.71
STA = 14+21.49 (RIVER TER)
END OF CONSTRUCTION
BVCE: 296.02
BVCS: 14+52.54
EVCE: 295.27
EVCS: 15+12.54
blake 4:58 PM - Dec. 17, 18 21.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(21).ST-RIVER TERRACE.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
311.34
311.15
311.45
ELEV = 319.38
STA = 7+39.79 (BULL MTN)
309.09
STA = 1+00.00 (RIVER TER)
309.30
INTERSECTION
309.15
318.65
305.58
305.93
308.11
BVCE: 318.81
302.21
BVCS: 1+99.73
306.17
302.57
319.30
EVCE: 320.31
EVCS: 2+49.73
BVCE: 323.58
BVCS: 3+00.00
318.19
318.53
320.06
308.14
308.78
308.83
309.84
BVCE: 312.93
EVCE: 312.93
EVCS: 8+00.00
BVCS: 8+00.00
blake 4:58 PM - Dec. 17, 18 21.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(21).ST-RIVER TERRACE.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
EVCE: 317.33
EVCS: 2+77.17
BVCE: 318.83
BVCS: 2+27.17
312.1112" IE OUT=313.15 (NW)
318.81
RIM=319.22
STA=11+62.36 (SDLN-5)
(RIVER TER)
STA=0+24.62, 44.63' R
ELEV = 319.12
SDCI 5G.1
STA = 1+98.64 (RIVER TER (S))
BEGINNING OF CONSTRUCTION
S
D
W
W
311.34
311.52
311.34
W
S
S
W
S
D
W
DS
blake 4:58 PM - Dec. 17, 18 21.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(21).ST-RIVER TERRACE.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
16+76.64
W
24+96.13
358.53
W
359.20
SD
365.15
SS
PGE
577
W
ELEV = 362.63
SD
STA = 1+00.00 (GOLD COAST)
SS
1+00
WW
STA = 24+00.95 (165TH)
SDLN-7
SD
INTERSECTION
SS
WS
ENAL TSAOC DLOG
W
SD
SS
PGE
644
BVCE: 355.62
W
BVCS: 23+35.00
SD
SS
W
SD
SS
333.23
334.08
W
334.77
333.79
SD
340.71
PGE
644
W
SS
EVCE: 339.05
EVCS: 21+95.00
ELEV = 336.30
STA = 10+19.78 (TOWNSVILLE)
WW
STA = 21+70.95 (165TH)
SDLN-4
SD
SDINTERSECTION
10+00
SS
S ELLIVSNWOT WS
T
SS
W
PGE
644
SD
SS
W
SD
SS
SS
W
315.88
315.95
313.94
SD
SS
W
BVCE: 322.44
BVCS: 20+05.00
313.10
ELEV = 320.57
312.30
STA = 19+71.95 (SUNSHINE)
SS
STA = 19+71.95 (165TH)312.60
PGE
577
INTERSECTION
SD
SSSSSS
TS TSAOC ENIHSNUS WS
WW
SDLN-12
SDSD
19+00
SSSS
blake 4:59 PM - Dec. 17, 18 (22.1) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(22).ST-165TH.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 338.22
STA = 30+73.62 (165TH)
END CONSTRUCTION
12" IE OUT=333.04 (W)
333.11
12" IE IN=333.24 (N)
612
RIM=339.51
W
PGE
STA=6+33.97 (SDLN-10)
(165TH)
STA=30+14.15, 5.52' L
ELEV = 339.61
W
W
WW
SDMH 10C
STA = 12+61.40 (BULL MTN)
SDLN-10
DR NIATNUOM LLUB WS
SDLN-10
STA = 30+10.60 (165TH)
D
S
SD
INTERSECTION
1
00+2
00+31
EVCE: 339.20
W
EVCS: 29+93.45
SS
SS
12" IE OUT=333.51 (S)
333.8610" IE IN=333.71 (NE)
5106
EGP 10" IE IN=334.25 (W)
RIM=339.71
STA=1+55.43 (SDLN-11)
(165TH)
W
STA=29+59.43, 5.00' L
SDMH 11A
BVCE: 343.40
BVCS: 29+13.45
W
343.80
PGE 12" IE OUT=344.08 (W)
577
344.15
12" IE IN=344.28 (N)
348.87
RIM=348.98
STA=4+35.78 (SDLN-8)
ELEV = 349.70
(165TH)
STA = 11+86.20 (ADELAIDE)
WWW
STA=28+65.95, 5.00' L
STA = 28+60.95 (165TH)
SDLN-8
SDSDSDMH 8B
INTERSECTION
11+00
ENAL ESSDIALEDA WSSS
347.57
12" IE OUT=348.10 (S)
W
348.05
10" IE IN=348.30 (E)
349.70
10" IE IN=350.11 (W)
12" IE IN=348.30 (N)348.11
RIM=355.01354.85
EVCE: 355.22
PGE
644
STA=4+91.03 (SDLN-8)
EVCS: 28+15.00
(165TH)
WSTA=28+15.70, 5.00' L
SDMH 8C
W
W
PGE
644
W
ELEV = 368.89
STA = 4+25.43 (BOTANY BAY)
WW
STA = 26+30.95 (165TH)
12" IE OUT=364.42 (S)
SDLN-9
SD
369.21
INTERSECTION
RIM=369.36
4+00
SS
ENAL YAB YNATOB WS
STA=7+02.87 (SDLN-8)
(165TH)
W
STA=26+03.87, 5.00' L
SDMH 8D
W
blake 4:59 PM - Dec. 17, 18 (22.2) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(22).ST-165TH.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 362.34
STA = 24+00.94 (165TH)
STA = 1+00.00 (GOLD COAST)
INTERSECTION
WWW
WW
SDSD
SDSD
21-NLDS
SS
SSSSSS
SW 165TH AVE
353.75
577
644 355.19
PGEPGE
W
BVCE: 361.11
BVCS: 1+38.71
W
SS
SD
EVCE: 355.13
W
EVCS: 2+18.71
SS
SD
W
SS
BVCE: 348.70
SD
BVCS: 2+75.00
W
SS
SD335.19
332.92
333.11
333.22
W
SS
SD
PGE
644
332.82
YAW0
W RU0+5
OBRA
HLLE
HS W
S
S
D
SD
339.06
7
-N
LDS
SDELEV = 341.91
SS
STA = 4+37.10 (SHELLHARBOUR)
SS
STA = 4+37.10 (GOLD COAST)
INTERSECTION
EVCE: 340.66
EVCS: 5+25.00
blake 5:00 PM - Dec. 17, 18 23 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(23).ST-GOLD COAST.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
S
S
SS
330.67
329.51
324.64
W
+9
0341.40
0
S
S
SS
331.44
BVCE: 342.54
BVCS: 8+05.00
330.01
341.58
EVCE: 344.65
EVCS: 7+29.69
345.32
W
W
+2
0
0
1
0+
D0
S
S
S
SS
SS
BVCE: 342.90
BVCS: 5+69.69
EVCE: 340.66
EVCS: 5+25.00
ELEV = 341.91
STA = 4+37.10 (SHELLHARBOUR)
STA = 4+37.10 (GOLD COAST)
INTERSECTION
332.82
339.06
W
3
+
00S
W
D
D
S
S
S
SS
blake 5:00 PM - Dec. 17, 18 24 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(24).ST-SHELLHARBOUR WAY.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
WWW
WW
26+0027+00
SDLN-8
SDSD
SD
ELEV = 368.89
SSEVA HT561 WS
SSSS
STA = 26+30.97 (165TH)
STA = 4+25.41 (BOTANY)
360.49
12" IE OUT=361.30 (W)
INTERSECTION
361.324" IE IN=361.97 (N)
644
PGE
4" IE IN=361.97 (S)
361.21
366.37RIM=366.61
STA=3+57.60 (SDLN-9)
EVCE: 367.18
(BOTANY)
EVCS: 3+73.17
STA=3+62.13, 5.00' R
SDMH 9B
BVCE: 359.43
BVCS: 2+73.17
EVCE: 352.65
338.64
12" IE OUT=339.56 (W)
EVCS: 2+16.63
10" IE IN=340.26 (SW)
339.84
10" IE IN=340.73 (N)
340.07
339.3312" IE IN=339.76 (E)
RIM=346.36
346.01
STA=1+40.25 (SDLN-9)
(BOTANY)
STA=1+44.78, 5.00' R
SDMH 9A
18" IE OUT=330.92 (S)
12" IE IN=332.72 (E)
12" IE IN=331.42 (N)
345.32RIM=345.18
ELEV = 344.98
PGE STA=1+00.00 (SDLN-9)
644 BVCE: 345.40
STA = 6+27.91 (SHELLHARBOUR)
(BOTANY)
W
BVCS: 1+16.63
W
STA = 1+00.00 (BOTANY)
STA=1+04.53, 5.00' R
S
D
7
-NL
DS
SD
WINTERSECTION
SDMH 7D
W
S
D
SS
S
S
SD
S
S
S
S
blake 5:01 PM - Dec. 17, 18 25 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(25).ST-BOTANY BAY.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
343.80
344.15
348.87
ELEV = 349.70
STA = 28+60.97 (165TH)
WWWW
28+0000+92
STA = 11+86.72 (ADELAIDE)
SDSD
INTERSECTION
SW 165TH AVE
SSSS
577
644
PGEPGE
332.49
333.61
332.78
330.67
329.51
329.64
EVCE: 342.41
341.40
EVCS: 8+95.00
PG
E
644
W
W
S
D
331.44
S
D
SS
330.01
341.58
S
D
S
S
BVCE: 342.55
BVCS: 8+05.00
ELEV = 342.27
STA = 8+15.98 (SHELLHARBOUR)
STA = 8+15.98 (ADELAIDE)
INTERSECTION
blake 5:02 PM - Dec. 17, 18 (26) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(26).ST-ADELAIDE.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 290.46
SSSS
ALLEY A1
STA = 2+17.00 (ALLEY A1)
SDSDSD
31-NLDSSTA = 3+57.00 (ALLEY A2)
2+00
INTERSECTION
277.63
279.63
24" IE OUT=268.80 (W)
12" IE IN=270.16 (N)
10" IE IN=270.32 (E)
268.94
24" IE IN=269.16 (S)
RIM=278.99
PGE
644
STA=1+15.00 (SDLN-3)
ELEV = 279.37
(ALLEY A2)
STA = 9+31.23 (169TH AVE)
SDLN-3STA=1+05.00, 0.23' R
WWW
SD
SDSTA = 1+00.00 (ALLEY A2)
SDMH 3B
INTERSECTION
SSSSSS
10+00
9+00
SD
EVA HT961 WS
ELEV = 292.10
STA = 3+57.00 (TOWNSVILLE)
SDLN-4W
WW
STA = 1+00.00 (ALLEY A1)
SDSD
INTERSECTION
4+00
SSSS
SSSS
SW TOWNSVILLE ST
12" IE OUT=287.10 (N)
288.41
4" IE IN=288.11 (E)
644
PGE
291.54RIM=291.68
STA=2+76.56 (SDLN-13)
(ALLEY A1)
STA=1+58.54, 2.50' L
SDMH 13A
2A YELLA
281.0012" IE OUT=281.18 (W)
281.64
12" IE IN=281.54 (S)
281.512" IE IN=281.38 (E)
287.55
RIM=287.66
STA=1+00.02 (SDLN-13)
ELEV = 288.11
(ALLEY A1)
STA = 12+85.54 (SUNSHINE)
SDLN-12
STA=3+35.11, 1.34' L
WWW
STA = 3+39.56 (ALLEY A1)
SSDD
SDSDSDMH 12B
INTERSECTION
00+31
SSSS
SSSSSSSS
SW SUNSHINE COAST ST
446
P
EG
blake 5:02 PM - Dec. 17, 1827 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(27).ST-ALLEY A.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 296.72
STA = 4+09.77 (ROCKHAMPTON)
WWWW
SDLN-3
STA = 1+00.00 (ALLEY B)
SDSDSDSD
INTERSECTION
SSSSSSSS
ENAL NOTPMAHKCOR WS
BVCE: 296.83
644644
PGEPGE
BVCS: 1+27.00
EVCE: 295.46
EVCS: 1+52.00
BVCE: 294.75
BVCS: 1+75.58
EVCE: 293.45
EVCS: 2+25.58
ELEV = 290.72
PVI STA = 3+50.00
ELEV = 290.00
PVI STA = 4+21.00
WWWW
PGE
BVCE: 288.31
BVCS: 6+25.50
282.07
EVCE: 286.42
EVCS: 7+00.50
7+55.00
275.46
277.09
275.84
ELEV = 283.68
PGE
644
PVI STA = 7+65.42
ELEV = 283.41
STA = 2+17.00 (TOWNSVILLE)
WWW
SDLN-4
STA = 7+91.97 (ALLEY B)
SDSDSDSD
INTERSECTION
2+00
SSSSSSSSSSSS
OT WS
TS ELLIVSNW
blake 5:03 PM - Dec. 17, 18 28 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(28).ST-ALLEY B.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
S
S
302.21
S
S
SS
306.17
SD
W
W
302.57
W
W
W319.30
0
0
+3
S
S
00+2
SS
SS
SD
SS
SD
292.53
294.13
292.73
SS
SD
301.10
W
SD
SS
SW 168TH AVE
W
blake 5:04 PM - Dec. 17, 18 (29) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(29).ST-SDLN-5.dwg
165TH AVE
YA
W R
UOB
RAH
LLE
HS
D
VLB
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
SS
SS
SD
330.67
329.51
SS
SS
329.64
341.40
PG
E
64
4
7
-N
L
D
S
W
SD
SS
SS
327.93
S
D
S328.40
S
340.07
SS
SS
SD
SS
SS
SD
GE
P
577
305.58
SS
S
D
VLS
B
E
C305.93
A
RRS
E
T
R
EV
IS
R
W
S
W
SS308.11
SD
W
W
W
WW
W
W
WW
WW
WW
W
S
S
00+2
SS
SD
blake 5:04 PM - Dec. 17, 18 (30) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(30).ST-SDLN-7.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
SS
DD
SS
SS 259.41
277.96
PGE
644
WW
SDSD
10+41.57, 18.65' L
SSLN-A
SSSS
SSSS
00+01
SDSD
SSSS
X
SSSS
X
9+00
X
X
X
X
SSSS
SSSS
WWWWW
W
W
SSSS
SSSSSSSS
SSSS
SSSS
ROY ROGERS ROAD
00+24
00+14
blake 5:07 PM - Dec. 17, 18 31 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(31).SS-SSLN-A.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
S
S
SS
S
S
S
WWS
W
W
W
W
SSSS
SSSS
00+7
00
+6
DDSS
DDSS
DRAV
ELUOB
ECARRET
REVIR
WS
IE = 319.83
21+76.12 (WTLN2)
W
W
W
IE = 290.67
18 IN X 6 IN TEE
20+19.08 (WTLN2)
W
WWWWW
SDSDSDSDSDSD
EUNEVA HT861 WS
SSSSSSSSSSSSSSSS
9+008+00
W
W
W
B YELLA
5+004+00
644
PGE
W
W
WWWWW
SDSDSDSDSDSDSDSD
WS
EUNEVA HT961
SSSSSSSSSSSSSSSS
5+004+00
PGE
644
blake 5:08 PM - Dec. 17, 1832 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(32).WT-TRACTS A C N.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
SSSS
PGE
PGE
SS
DD
SSSS
SDSD
EGP
GP
E
268.29
SS
SS
276.22
SDSD
TRACT I
PGEPGE
644644
SSSSSSSS
A RD ETAVIRP
W
644
PGE
PGE
J TCART
PGE
SS
SS
SDSD
W
SS
SS
SS
DD
268.29
W
272.50
PGE
TRACT K PGE
PGE
PGE
SDSDSDSD
TRACT H
A-NLSS
SSSSSSSSSSSSSSSS
blake 5:09 PM - Dec. 17, 18 33.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(33).SS-CAIRNS.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
272.32
272.34
272.57
283.83
MAHKCOR WS
ENAL NOTP
WWW
2+00
SDSD
SDSD
SSLN-B
SSLN-H
SSSS
1+00
SSSS
SDSD
644644
PGEPGE
PGEPGE
PGEPGE
SSSS
SDSD
SSSS
SDSD
PGE
PGE
PGE
PGE
SSSS
SDSD
SSSS
SDSD
PGE
PGE
PGE
SSSS
PGE
SDSD
SSSS
270.65
270.91
279.19
SDSD
PGE
PGE
18"
WW
TRACT F
TRACT D
SDSDSDSD
PGE
644
SSSS
PGE
PGE
1+00
18"
B RD ETAVIRP
644
PGE
E TCART
SSSS
SDSD
SSSS
PGE
PGE
SDSD
269.17
SSSS
PGE
277.67
PGE
SSSS
PGE
PGE
blake 5:09 PM - Dec. 17, 18 33.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(33).SS-CAIRNS.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE169TH AVE169TH AVE
CAIRNS TR
DR SREGOR YOR
W
8"18"8"
W
WWW
DDSSSDSDSDSDSDSD
SSSSSSSSSSSS
SSSS
5+0000+4
C-NLSS
PGE
644
PGE
644
00+54+00
18"
8"8"
W
WWW
SDSDSDSD
DDSS
SSSSSSSS
SSSSSSSS
PGE
577
267.81
SSSS
00+8
WWWW
SDSDSDSD
DDSS
SSSS
SSSSSSSSSSSS
9+00
PGE
644
PGE
644
268.29
276.22
7+00
SW CAIRNS TERRACE
W8"W
WW
SDSD
SDSDSDSD
DDSS
SSSSSSSS
SS
SS
SSSS
00+8
blake 5:09 PM - Dec. 17, 18 33.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(33).SS-CAIRNS.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
SSSS
SDSD
SSSS
SDSD
267.81
SSSS
PGEPGE
644644
SSSSELEV = 280.29 267.73
STA = 1+00.00 (TOWNSVILLE)
WWW
STA = 8+14.23 (169TH)
SDSD
INTERSECTION
644
PGE
SSSSSSSSTRACT J
TS ELLIVSNWOT WS
SDSD
SSSS
SDSD
SSSS
TRACT K
SDSD
2.A YELLA
SSSS
263.91
264.12
278.22
SDSD
SDSD
SSSS
(INSIDE DROP)
(INSIDE DROP)259.41
277.96
W
SSDD
10+41.57, 18.65 L
NLSS
A-
SSSS
SSSS
SSSSTS TSAOC ENIHSNUS WS
blake 5:10 PM - Dec. 17, 18 34.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(34).SS-169TH.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
PGE
644
ELEV = 290.57
STA = 2+92.77 (ROCKHAMPTON)
WWWW 280.40
STA = 1+22.26 (169TH)
SDSD
SDSD
INTERSECTION
SSSSR SSSSWSSSSS
ENAL NOTPMAHKCO
644
EGP
SDSD
SSSS
3.09 LT
2+18.45
SDSD
SSSS
SDSD
SSSS
SDSD
SSSS
SDSD
SSSS
SDSD
SSSS
TRACT D
PGEPGE
644644
"81
SDSD
2+00
SSSS
644644 274.39
PGEPGE
18"
E TCART
WW
SSSS
SDSD
SSSS
SDSD
SSSS
SDSD
blake 5:10 PM - Dec. 17, 18 34.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(34).SS-169TH.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
W
SS
S
S 282.22 8" IE OUT=282.34 (W)
S
DELEV = 294.58
W
DS
00+11
STA = 14+45.69 (SUNSHINE)282.36 8" IE IN=282.54 (E)
STA = 11+91.13 (RIVER TER)8" IE IN=282.54 (S)
ECARRET REVIR WS
RIM=294.66
INTERSECTION
SSSTA=5+09.75 (SSLN-D)
775
E
GP
(SUNSHINE)
STA=14+46.92, 5.00' L
SD
W
SSMH P4
SS
SDW
278.38
278.58
278.46
S
S
W
SSSS
SSLN-F
DSSD
W
S
D
S
S
W
S
D
S
S
W
S
D
S
S
W
S
D
S
S
W
S
(INSIDE DROP)
D
S
259.41(INSIDE DROP)
S
277.96
PGE
644
10+41.57, 18.65' L
W
SD
263.91
SW 169TH AVE
SSSS
10+00
A-NLSS
DS
ELEV = 278.51
264.12
STA = 10+07.26 (SUNSHINE)
278.22
STA = 10+07.26 (169TH)
INTERSECTION
SS
blake 5:11 PM - Dec. 17, 18 35.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(35).SS-SUNSHINE COAST.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
SS
307.44
SS
W
19+7220+00
SDSD
SSSS
SW 165TH AVE
577
PGE
SD
W
SS
S
D
W
SS
301.84
SD
PGE
W
W
SS
S
D
W
SS
SD
W
SS
SD
W
S
S
SD
W
SS
SD
SS
293.74
SD
W
P
GE
644
SS
W
SD
W
00SW RIVER TERRACE
+31
WW
W
W
SS
SS
blake 5:11 PM - Dec. 17, 18 35.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(35).SS-SUNSHINE COAST.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
317.29
323.53
SS
SS
310.13
310.29
SS
W
27+9120+00
SDSD
SSSS
561 WS
EVA HT
577
PGE
SD
W
SS
S
D
W
blake 5:12 PM - Dec. 17, 18 36 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(36).SS-TRACT Q.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
SS
W
S
D
W
289.05 8" IE OUT=288.82 (W)
W 289.32 8" IE IN=289.02 (E)
SS
W
WS
D 289.41 8" IE IN=289.02 (S)
S
S
W
RIM=302.49
DS
STA=5+58.46 (SSLN-O)
WS
R
VI
RE
ET W
RR
CA
E
LB
DV
ELEV = 302.70STA=14+63.92 (SSLN-A)
STA = 9+52.13 (RIVER TERRACE)
(TOWNSVILLE)
STA = 5+21.66 (TOWNSVILLE)
SSSTA=5+18.80, 4.28' L
SD
INTERSECTION
5+20.84, 5.86' L SSMH O5
W
SS
SD
W
S
S
S
D
279.04
279.24
W
279.33
SS
290.26
SS
SD
WW
SD
SSSS
EVA HT861 WS
SSLN-A
SS
SD
SS
SD
PGE
SS
SD
SS
267.63
PGE
577
S
S
WW
WW
SD
DSSD
SSSSSS
SS
C-NLSSELEV = 280.27
A-NLSSEVA HT961 WS
STA = 8+14.23 (169TH)
STA = 1+00.00 (TOWNSVILLE)
INTERSECTION
PGE
PGE
blake5:12 PM - Dec. 17, 18 37.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(37).SS-TOWNSVILLE.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 336.30
STA = 21+70.95 (165TH)
STA = 10+19.76 (TOWNSVILLE)
WWWW
W
SDDSSDINTERSECTION
SD
SSSS
SSSSSS
SSLN-D
EVA HT561 WS
324.49
334.09
644
644
PGEPGE
SS
SS
S
D
SS
SS
SS
SS
SD
SS
SS
SD
SS
SS
SD
SS
SS
SD
SS
SS
SD
295.38
SS
S
D
SS
SS
E
PG
644
SS
W
blake5:12 PM - Dec. 17, 18 37.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(37).SS-TOWNSVILLE.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
WWWW
SDSDSDSDSD
SSSSSSSS
SS
318.74
SSLN-D
326.23
577
644
PGE
PGE
SS
SS
SS
PGE
644
S
S
SS
SS
SS
SS
SS
SS
S
S
SS
SS
SS
SS
283.24
283.42
298.80
P
GE
644
SS
281.72
281.93
W
W
W
W 298.38
SS
SS
S
W
VIR
RE
T
DSRE
AR
EC
LB
DV
SS
blake5:12 PM - Dec. 17, 18 37.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(37).SS-TOWNSVILLE.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
S
D
SS
SD
SS
287.41
287.63
299.19
A TC
ART
WW
WWW
SD
SS
SD
SS
SD
SS
SD
S
S
SD
SS
SD
SS
279.04
279.24
SS
279.33
PGE
644 290.25
WELEV = 290.77
WW
WW
STA = 3+32.00 (TOWNSVILLE)
SDSD
SD
SSLN-A
STA = 12+00.00 (168TH)
S
SSSSSSS
SSLN-E
SW TOWNSVILLE LANEINTERSECTION
644
PGE
SD
SS
blake 5:13 PM - Dec. 17, 18 38.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(38).SS-168TH.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
290.73
294.88
290.95
301.18
WW
SDSDELEV = 301.85
STA = 5+16.40 (168TH)
SSLN-A
SS
SS
STA = 5+16.40 (ROCKHAMPTON)
SS
SW ROCKHAMPTON LANE
INTERSECTION
644
PGE
SD
SS
SD
SS
SD
SS
SD
SS
SD
S
S
blake 5:13 PM - Dec. 17, 18 38.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(38).SS-168TH.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
302.57
8" IE OUT=303.00 (W)
304.46
8" IE IN=307.00 (N)
305.48
8" IE IN=305.61 (S)
RIM=320.19
STA=23+22.58 (SSLN-A)
(PRIVATE C)
STA=2+45.69, 2.50' L
SSMH A9
PGE
577
S
S
S
S
S
S
SS
SD
W
W
W
W
W
W
W
SS
I-N
LSS
SS
SS
290.73 8" IE OUT=290.80 (N)
294.88
4" IE IN=295.01 (SW)
290.95 8" IE IN=291.00 (E)
301.18 RIM=301.69
STA=21+59.39 (SSLN-A)
SS
SD
(PRIVATE C)
STA=0+82.50, 2.50' L
SSMH A8
SS
S
D
SS
SD
PGE
644
290.73 8" IE OUT=290.80 (N)
294.88 4" IE IN=295.01 (SW)
WW 290.95 8" IE IN=291.00 (E)
SDSD
301.18 RIM=301.69
A-NLSS
SSSS
STA=21+59.39 (SSLN-A)
6+00
SW 168TH AVE
W
(ROCKHAMPTON)
STA=5+13.00, 13.88' R
SSMH A8
291.65
8" IE OUT=291.86 (W)
298.35 RIM=298.51
STA=9+26.23 (SSLN-C)
(ROCKHAMPTON)
STA=4+45.23, 5.00' L
SSMH C5
S
S
SD
SS
S
D
8" IE OUT=279.80 (N)
280.40 8" IE IN=280.00 (E)
RIM=290.24
PGE
STA=7+68.77 (SSLN-C)
(ROCKHAMPTON)
STA=2+87.77, 5.00' L
SS
SSMH C4
278.72
WW
W
SW 169TH AVE
SD
8" IE OUT=279.35 (W)
289.06 RIM=289.32
SS
2+00
C-NLSS
STA=8+71.28 (SSLN-B)
(ROCKHAMPTON)
STA=2+65.28, 5.00' L
SSMH B6
272.32
8" IE OUT=272.84 (N)
S 272.34 8" IE IN=273.04 (W)
D
SS
272.57 8" IE IN=273.04 (E)
RIM=283.97
283.83
STA=0+00.00 (SSLN-H)
STA=7+94.76 (SSLN-B)
(ROCKHAMPTON)
WW
W
SDSW CAIRNS TERDS
SSLN-B
STA=1+88.77, 5.00' L
SSSS
SSMH B5
ELEV = 284.26
272.97
STA = 1+00.00 (CAIRNS)8" IE OUT=273.33 (E)
280.68 RIM=281.05
STA = 1+93.77 (ROCKHAMPTON)
INTERSECTIONSTA=0+57.73 (SSLN-H)
(ROCKHAMPTON)
STA=1+31.03, 5.00' L
SSMH H1
1+28.37, 5.84 L
PGE
612
blake 5:14 PM - Dec. 17, 18 39 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(39).SS-ROCKHAMPTON.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
168TH AVE
169TH AVE
RT SNRIAC
DR SREGOR YOR
289.05
289.32
289.41
9+58.04, 19.00' L
ELEV = 302.70
STA = 5+21.66 (TOWNSVILLE)
STA = 9+52.13 (RIVER TER)
INTERSECTION
281.81
281.97
282.14
282.36
282.34
ELEV = 294.95
STA = 11+89.65 (RIVER TER)
STA = 14+45.64 (SUNSHINE)
INTERSECTION
ELEV = 295.71
STA = 14+21.49 (RIVER TER)
END OF CONSTRUCTION
blake 5:14 PM - Dec. 17, 18 40.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(40).SS-RIVER TERRACE.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
306.35
ELEV = 319.38
STA = 7+39.79 (BULL MTN)
STA = 1+00.00 (RIVER TER)
INTERSECTION
8" IE OUT=305.85 (N)
8" IE IN=306.05 (S)
8" IE IN=306.05 (E)
RIM=318.62
STA=0+09.88 (SSLN-I)
STA=23+69.61 (SSLN-A)
(RIVER TER)
STA=2+04.07, 7.52' L
SSMH A10
302.57
INSIDE DROP
304.46
305.38
319.52
327.60
320.62
328.54
315.28
315.59
326.77
311.78
312.15
324.04
304.75
305.23
315.55
blake 5:15 PM - Dec. 17, 18 40.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(40).SS-RIVER TERRACE.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 319.12
STA = 1+98.64 (RIVER TER (S))
BEGINNING OF CONSTRUCTION
S
D
WW
S
D
306.35
8" IE OUT=306.45 (N)
8" IE IN=306.65 (E)
S
D
RIM=320.48
W
STA=0+90.96 (SSLN-I)
S
S
(RIVER TER (S))
SW
S
S
STA=0+75.80, 1.65' R
D
SSMH I1
S
D
W
DS
S
S
blake 5:15 PM - Dec. 17, 18 40.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(40).SS-RIVER TERRACE.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
360.91
ELEV = 362.34
STA = 1+00.00 (GOLD COAST)
STA = 24+00.95 (165TH)
INTERSECTION
332.69
333.31
ELEV = 336.30
STA = 10+19.78 (TOWNSVILLE)
STA = 21+70.95 (165TH)
INTERSECTION
310.13
310.29
ELEV = 320.57
307.44
STA = 19+71.95 (SUNSHINE)
STA = 19+71.95 (165TH)
INTERSECTION
blake 10:30 AM - Dec. 18, 18 41.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(41).SS-165TH.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 339.61
STA = 12+61.40 (BULL MTN)
STA = 30+10.60 (165TH)
INTERSECTION
343.46
342.51
342.73
ELEV = 349.70
STA = 11+86.20 (ADELAIDE)
STA = 28+60.95 (165TH)
INTERSECTION
ELEV = 368.89
STA = 4+25.43 (BOTANY)
STA = 26+30.95 (165TH)
361.86
INTERSECTION
369.32
blake 10:30 AM - Dec. 18, 18 41.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(41).SS-165TH.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
WWWW
W
SDSDSD
SD
SS
SSSSSS
D-NLSS
EVA HT561 WS
352.83
360.61
577
644
PGEPGE
W
W
SS
SD
W
S
S
SD
W
SS
SD
SS
SD
331.70
W
331.11
SS
330.88
SD
PGE
644
YAW
W RU
OBRA
HLLE
HS W
S
SD
SD 339.02
0
0+5
S
S
SS
blake 10:31 AM - Dec. 18, 18 42 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(42).SS-GOLD COAST.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
SD
D
S
327.18
8" IE OUT=327.60 (SW)
327.43
8" IE IN=327.83 (E)
327.41
8" IE IN=327.83 (N)
341.44 RIM=341.59
W
+9
0STA=0+01.00 (SSLN-K)
0
STA=25+84.12 (SSLN-A)
D
S
(SHELLHARBOUR)
STA=8+48.54, 11.63' R
SSMH A12
327.67
8" IE OUT=327.95 (S)
327.79
8" IE IN=328.15 (N)
341.63
RIM=341.85
STA=26+08.51 (SSLN-A)
(SHELLHARBOUR)
STA=8+29.02, 7.58' R
SSMH A13
329.31
8" IE OUT=329.20 (S)
8" IE IN=333.54 (E)
8" IE IN=329.40 (N)
RIM=344.75
STA=0+00.00 (SSLN-L)
STA=28+16.40 (SSLN-A)
W(SHELLHARBOUR)
W
STA=6+23.38, 5.00' R
SD
SSMH A14
8" IE OUT=330.43 (S)
8" IE IN=330.63 (NE)
339.02 RIM=338.85
STA=30+24.61 (SSLN-A)
(SHELLHARBOUR)
STA=4+18.06, 9.20' R
SSMH A15
331.70
4" IE OUT=333.99 (N)
331.11
8" IE OUT=330.80 (SW)
330.88
8" IE IN=331.00 (E)
RIM=339.68
STA=30+58.08 (SSLN-A)
(SHELLHARBOUR)
W
3
+SD
00SSTA=3+90.19, 8.48' R
D
D
S
SSMH A16
blake 10:32 AM - Dec. 18, 18 43 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(43).SS-SHELLHARBOUR WAY.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
168TH AVE
169TH AVE
RT SNRIAC
DR SREGOR YOR
ELEV = 368.89
WWWWSTA = 26+30.97 (165TH)
W
26+0000+72
STA = 4+25.41 (BOTANY)
SDSDSD
INTERSECTION
SSLN-K
SS
SSSS
SW 165TH AVE
360.44
8" IE OUT=361.00 (W)
RIM=367.19
644
PGE
STA=2+81.59 (SSLN-L)
(BOTANY)
STA=3+77.06, 5.05' L
SSMH L1
SS
SD
SS
SD
SS
SD
SS
S
D
SS
329.31
8" IE OUT=329.20 (S)
8" IE IN=333.54 (E)
8" IE IN=329.40 (N)
RIM=344.75
SS
P
GE
6
44
STA=28+16.40 (SSLN-A)
ELEV = 344.98
W
STA=0+00.00 (SSLN-L)
WSTA = 6+27.91 (SHELLHARBOUR)
S(BOTANY)
D
STA = 1+00.00 (BOTANY)
SD
W
STA=0+95.47, 5.00' L
A-NW
LSSSD
SSINTERSECTION
S
S
SD
SSMH A14
S
S
S
S
blake 10:32 AM - Dec. 18, 1844 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(44).SS-BOTANY BAY.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
343.46
4" IE OUT=343.62 (E)
342.51
8" IE OUT=342.66 (W)
342.73
8" IE IN=342.86 (N)
RIM=350.18
S
S
STA=3+38.64 (SSLN-K)
WWWW
(ADELAIDE)
SD
SD
STA=11+81.22, 5.00' L
EVA HT561 WS
SSK-NLSSSSSSMH K1
577
644
PGE
PGE
S
S
S
D
SS
SD
SS
SD
SS
SD
SS
SD
327.18
8" IE OUT=327.60 (SW)
327.43
8" IE IN=327.83 (E)
327.41
8" IE IN=327.83 (N)
341.44 RIM=341.59
STA=25+88.77 (SSLN-A)
(ADELAIDE)
SS
SD
STA=8+48.54, 11.63' R
SSMH A12
327.67
8" IE OUT=327.95 (S)
327.80
8" IE IN=328.15 (N)
RIM=341.85
341.63
STA=26+11.00 (SSLN-A)
SS
(ADELAIDE)
PGE
6
44
STA=8+29.02, 7.58' R
SSMH A13
W
W
S
D
S
D
S
S
S
S
SS
SD
327.18
327.43
327.41
341.44
SS
SD
PGE
577
S
S
S
S
S
S
SS
S
W
WD
W
325.23
W
W
W
00+2
W
325.67
S
S
S
S
SS
SS
SD
305.43
305.62
305.47
blake 10:33 AM - Dec. 18, 18 45 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(45).SS-ADELAIDE.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 292.10
STA = 3+57.00 (TOWNSVILLE)
STA = 1+00.00 (ALLEY A1)
INTERSECTION
284.52
286.88
278.38
278.58
278.46
ELEV = 288.11
STA = 12+85.54 (SUNSHINE)
STA = 3+39.56 (ALLEY A1)
INTERSECTION
blake 10:33 AM - Dec. 18, 18 46 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(46).SS-ALLEY A.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
2.50%
34.492TC
0.00%
)PL(4
9.392TC
50.492PC
8%
8%
4.00%
PT294.97
2.50%
%6
9%
5%
PT293.95
%
5.
5
2.50%
8%
8%
293.96PC
%00.4
291.93TC
0.00%
290.67TC
2.50%
blake 9:04 AM - Dec. 18, 18 CR1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
303.50CT
%05.2
302.66TC
0.00%
302.58(LP)TC
C
301.93(LP)T
302.81PT
%00.4
8%
8%
2.50%
302.07CP
%2
5
%
2%
3
.
2
8
%
S
W
R
VI
E
R
T
E
R 9
R+
A 0
0
C
E
B
L
V
D
.3
82
%
1
+0
00
5
%
9
%
4%
CP
58.103
8%
%8
CT
3
10
47.
2.50%
0.4
%0
00.80
3
PT
CT
3
10
46.
CT
03
.1
46
CT
3
00
06.
T
C
03
2.0
4
298.49TC
%0
0.0
296.19TC
%05.2
blake 9:04 AM - Dec. 18, 18 CR2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
19+7220+00
EVA HT561 WS
5.65%
/7
8
3
71
19.
P
R
C
3
1
7
.
4
4
1
/
2
3
1
7
.
2
291
.713PC
%05.2
316.97PT
%
05.2
2.50%
02.972TC
2.50%
PT279.22
10.972TC
278.76CP
10+00
%10.1
EVA HT961 WS
blake 9:04 AM - Dec. 18, 18 CR3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
%05
.2
PT292.96
4%
2%
1.50%
00+21
11+00
%2
8%
8%
8%
288.81CP
2.50%
2.50%
%05.2
)PL(22.182TC
)PL(22.182TC
%05.2
42.182PC281.24PT
5%
8%
0.6%
8+00
3.4%
%10.1
EVA HT961 WS
3.4%
5.7%
5.7%
blake 9:04 AM - Dec. 18, 18 CR4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
5%
3%
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
%1
EVA HT861 WS
1.50%
PC301.27
%1
8%
8%
8%
301.43PT
2.50%
299.87TC
%0
0.0
298.20CT
%05.
2
2.50%
292.70PC
5%
291.64PC
EVA HT961
WS
0
0+2
2.40%
6.5%
8%
PT288.81
0.00%
blake 9:04 AM - Dec. 18, 18 CR5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
14%
6%
169TH AVE
CAIRNS TR
DR SREGOR YOR
10%
EVA HT561 WS 22+00
11.83%
11.83%
7%
2%
8%
334.43TP
96.533PC
5.00%
%00.5
334.48CT
85.533TC
334.50(HP)CT
63.533TC
334.09CT
332.83TC
41.333TC
0.00%
2.50%
26.03
3TC
2.50%
%
6
%8
%4
%
4
%00.
5
0
0+
6
%4
DVLB E
CARRET REVIR WS
%4
%5
%8
blake 9:05 AM - Dec. 18, 18 CR6 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
8%
8%
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
10%
169TH AVE
CAIRNS TR
DR SREGOR YOR
EVA
HT561 WS
24+00
%38.1111.83%
4%
2%
8%
360.87PT
362.12PC
5.00%5.00%
360.92(HP)CT
361.96TC
361.69TC
2
5.063TC
359.98TC360.29TC
%00.0
2.50%
358.17TC
2.50%
342.04TC
%05
.2
340.63CT340.47CP
%67.3
2.50%
339.94CP
Y
AW RUOBRAHLLEHS WS
%00.5
blake 9:05 AM - Dec. 18, 18 CR7 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS 3%1%
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
%1
169TH AVE
CAIRNS TR
DR SREGOR YOR
26+00
EVA HT561 WS
1.00%
5.00%
6%
8%8%
368.35PT
367.72PC
%05.2
2.50%
368.07CT
367.65TC
367.10TC
0.00%
365.40TC
2.50%
20.743TC
07.643TC
2.50%
346.47PC
346.06(LP)CT
346.11PT
2.50%
8%
2%
%
5
Y
A
W
R
U
O
BR
A
H
LL
E
HS
WS
%4
%8
blake 9:05 AM - Dec. 18, 18 CR8 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
8%
8%
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
12%
169TH AVE
CAIRNS TR
DR SREGOR YOR
EVA HT561 WS
28+00
00+
92
12.00%
12.00%
5%
15%
8%2%
349.73PT
348.48PC
5.00%
5.00%
348.57(HP)CT
348.50TC
348.48TC348.17TC
%00
.0
2.50%
347.54TC
2.50%
2.50%2.50%
342.20PC342.20CT
68.143PT
blake 9:05 AM - Dec. 18, 18 CR9 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
2.50%
280.49PC
PT280.94
00+4
ECARRET SNRIAC WS
%00.0.75%
5
%05.2
PT278.01
277.60PC
16+0
%57.0
00+8
0.75%
ECARRET SNRIAC WS
2.09%
2.09%
00+2
289.66CP
PT289.21
2.50%%05.2
blake 9:06 AM - Dec. 18, 18 CR10 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
8.3%
MAX
2%
blake 7:03 PM - Dec. 17, 18 DTL1-STREET - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg
blake 7:03 PM - Dec. 17, 18 DTL2-STREET - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg
blake 7:03 PM - Dec. 17, 18 DTL3-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg
blake 7:03 PM - Dec. 17, 18 DTL4-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg
Notch Width (in)
Notch Height (in)
270.50
268.00
3.16
259.20
1
30
261.20
261.20
72
blake 7:03 PM - Dec. 17, 18 DTL5-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg
blake 7:03 PM - Dec. 17, 18 DTL6-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg
blake 7:03 PM - Dec. 17, 18 DTL7-WATER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg
blake 7:03 PM - Dec. 17, 18 DTL8-WATER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg
2'-8 1/2"
3"
3/4"
2'-8"
ON 4" CENTERS
8 ROUND BARS
2'-8"
blake 7:03 PM - Dec. 17, 18 DTL9-VAULT - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg
BENTONITEBENTONITE
CDF ORCDF OR
blake 7:03 PM - Dec. 17, 18 DTL10-FORCE MAIN - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg
blake 7:03 PM - Dec. 17, 18 DTL11-TEMPORARY DETENTION - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(DTL) DETAILS.dwg
EUNEVA HT561 WS
S
R W
REVI
RET
CAR
OB E
ELU
RAV
D
EUNEVA HT861 WS
EUNEVA HT961 WS
X
X
X
ECARRET SNRIAC WS
X
X
X
S
.DR SREGOR YOR W
brian1:30 PM - Dec. 18, 18 SS1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(SS) SIGN.dwg
EUNEVA HT561 WS
A HT861 WS
EUNEV
EUNEVA HT961 WS
ECARRET SNRIAC WS
.DR SREGOR YOR WS
brian1:30 PM - Dec. 18, 18 SS2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(SS) SIGN.dwg
7
6
13
16
5
12
4
15L
11
3
15R
10
15
29
1
B
8
A
brian 1:30 PM - Dec. 18, 18 SS3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(SS) SIGN.dwg
165TH AVE
DV
LB
EVA HT861
EVA HT961
RT SINR
AC
DR SREGOR YOR
blake 5:34 PM - Dec. 17, 18 1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC1) COVER 1200C.dwg
XX
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XXXX
XXXX
XXXXXX
XX
SW ROY ROGERS ROAD (C.R. NO. 3150)
blake 5:35 PM - Dec. 17, 18 EC2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC2) DEMO 1200C.dwg
XX
XX
X
X
SDSD
SD
EUNEVA HT56
1 WSSD
EUNEVA HT561
WS
S
D
X
S
D
X
X
XX
SD
X
SD
SD
S
D
SD
X
X
SD
SD
XX
X
SD
X
S
D
SD
SD
SD
X
S
X
D
X
X
S
D
SD
DS
S
D
X
X
SD
SD
SD
X
X
SD
SDSD
SDSDSD
EUNEV
A HT861 WS X
X
S
D
SD
X
X
S
D
X
X
X
X
SDSDSD
SDSD
EUNEVA HT961
EUNEVA HTWS
961 WS
X
X
X
SDSDSDSD
SD
ECARRET SNRIAC
WS
X
X
X
XX
XXXX
XXXX
XXXX
XX
XX
SW ROY ROGERS ROAD (C.R. NO. 3150)
blake 5:35 PM - Dec. 17, 18 EC3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC3) GRAD 1200C.dwg
blake10:56 AM - Dec. 18, 18 EC4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC4) DETAILS 1200C.dwg
EUNEVA
HT561 WS
EUNEVA
HT561 WS
EUNEVA
HT861 WS
EUNEVA HT961 WS
EUNEVA HT96
1 WS
X
ECARRET SNR
IAC WS
X
SW ROY ROGERS ROAD (C.R. NO. 3150)
blake 5:35 PM - Dec. 17, 18 EC5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC5) WET 1200C.dwg
blake 5:35 PM - Dec. 17, 18 EC5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(EC6) DETAILS 1200C.dwg
MATCHLINE SEE SHEET L1.02
W
W
W
W
W
W
WWW
W
W
WW
W
W
S
D
W
W
WS
D
W
W
W
DS
DS
ZONE R-7
ZONE R-12
SDSDSD
WWWW
WW
SDSDSDDS
861 WS
EUNEVA HT
WWW
WWWWW
WW
SDSDSD
SDSDSDSD
EUNEVA HT961 WS
WW
WWWW
WW
ECARRET SNRIAC WS SD
SDDS
SDSD
WW
WWW
WWW
WWW
OR YOR WS
.DR SREG
ben 8:03 AM - Apr. 25, 17 L1.01 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg
WWW
WWWWW
W
SDSDSD
SDDSSDDSSD
SDSD
EUNEVA HT561 WS
ZONE R-7
ZONE R-12
MATCHLINE SEE SHEET L1.01
W
W
W
W
WW
W
WWW
W
WWW
W
W
S
D
W
W
WS
D
W
W
W
S
D
D
S
ben 8:03 AM - Apr. 25, 17 L1.02 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg
W
WWWWW
WWWWW
WWWW
SD
SDSDSD
EUNEVA HT561 WS
SDSDSDSDSD
SD
W
W
W
S
D
SD
SD
S
D
S
D
S
D
W
S
D
SD
MATCHLINE SEE SHEET L1.04
WW
WW
WW
W
WW
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
SD
SD
ben 8:04 AM - Apr. 25, 17 L1.03 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg
MATCHLINE SEE SHEET L1.03
WW
WW
W
W
W
WW
WW
W
WW
S
D
W
W
W
W
W
W
WW
W
W
W
SDSD
S
D
ZONE R-7
ZONE R-7
ZONE R-12
ZONE R-12
W
WWWWW
WWWWWW
SDSDDSSD
SDSDSDSDD
SDSSDSD
861 WS861 WS
EUNEVA HTEUNEVA HT
W
WWWWW
WWWWWW
W
SDSDSDSD
SDSDSDSD
SDSDSD
EUNEVA HT961 WSEUNEVA HT961 WS
W
WWWWWW
WWWWW
W
SDSDSDSDSDSD EC SD ARRET SN SD RIAC WS
SDSDSDSD
W
WWWW
W
.DR SREGOR YOR WS
ben 8:04 AM - Apr. 25, 17 L1.04 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg
DEPTH - 2"
ROOT BALL
1"
30" MIN.
SS
ben 8:04 AM - Apr. 25, 17 L1.05 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg
ben 8:04 AM - Apr. 25, 17 L1.06 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg
6'-0"
ben 8:04 AM - Apr. 25, 17 L1.07 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L1) STREETTREE.dwg
MATCHLINE SEE SHEET L5.02
kel 11:53 AM - Mar. 29, 18 L5.01 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg
MATCHLINE SEE SHEET L5.03
2"4"
MATCHLINE SEE SHEET L5.01
kel 11:54 AM - Mar. 29, 18 L5.02 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg
MATCHLINE SEE SHEET L5.04
MATCHLINE SEE SHEET L5.02
kel 11:54 AM - Mar. 29, 18 L5.03 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg
MATCHLINE SEE SHEET L5.05
MATCHLINE SEE SHEET L5.03
kel 11:55 AM - Mar. 29, 18 L5.04 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg
6"8"4"
R
3
0
'
R
3
0
'
VARIES 18"-24" HGHT.
MATCHLINE SEE SHEET L5.04
kel 11:55 AM - Mar. 29, 18 L5.05 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg
kel 11:55 AM - Mar. 29, 18 L5.06 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5) RTBLVD-PLANTING.dwg
DEPTH - 2"
ROOT BALL
1"
30" MIN.
BALL DEPTH
1 1/2 X ROOT
DEPTH
ROOTBALL
kel 12:02 PM - Mar. 29, 18 L5.07 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5)RIVER TERRACE BLVD-PLANTING DETAILS.dwg
kel 12:03 PM - Mar. 29, 18 L5.08 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L5)RIVER TERRACE BLVD-IRRGATION SPEC.dwg
T
C
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3/22/20183/27/2018
C
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N
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,
N A
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DESCRIPTION
I
S
E 369
5/09/97
D
O
REVISIONS
E
OREGON
G
A
STREAM
C
PLANTING
S
D
POLYGON NW COMPANY
A
DATE
STREAM SUBMITTAL
PARK SUBMITTAL
Construction Documents
SHEET L8.02
SHEET L8.02
SW DARWIN AVENUE
)
2
6
2
.
MATCHLINE SEE AREA 2
TO
E
N
MATCHLINE SEE AREA 2 E
.
R
R
T
.
S
C
(
T
S
D
A
R
O
N
C
I
EA
T
NSW GOLD COAST LANESW BOTANY BAY LANESW ADELAIDE LANE
IN
H
U
S
O
N
M
U
SL
L
WSW TOWNSVILLE STREET
U
SB
D
RA
V
EL
EUOW
CB
ARS
RE
T
RE
VI
R
W
S
T
E
E
R
T
S
T
SECARRET NWOTLLEBPMAC WS.
A
E
ON
A
C
L
E
N
N
I
O
H
T
S
P
N
M
U
A
S
SW TOWNSVILLE STREETH
K
W
SC
SW MACKAY TERRACE
O
R
W
S
SW ROY ROGERS RD. (C.R. NO. 3150)
NOTES:
TEMPORARY IRRIGATION SYSTEM:TEMPORARY AUTOMATIC ABOVE GROUNDCONTRACTOR. A 2" WATER SERVICE STUB HASCOORDINATE WITH OWNER FOR TEMPORARYMETER SIZE AND INSTALLATION. MAINTAIN SYSTEM
PLANT MATERIAL SHALL BE PROVIDED WITH AIRRIGATION SYSTEM DESIGNED BY THEBEEN PROVIDED PER THE CIVIL DRAWINGS.FOR A MINIMUM OF THREE (3) GROWING SEASONS.
STREAM - LAYOUT PLAN AREA 1STREAM - PLANTING PLAN AREA 1
12
kel 3:38 PM - Mar. 23, 18 L8.01 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-LAYOUT.dwg
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C
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N A
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DESCRIPTION
I
S
E 369
5/09/97
D
O
REVISIONS
E
OREGON
G
A
STREAM
C
PLANTING
S
D
POLYGON NW COMPANY
A
DATE
STREAM SUBMITTAL
PARK SUBMITTAL
Construction Documents
SW DARWIN AVENUE
T
E
E
R
T
S
E
L
L
I
V
SSW GOLD COAST LANESW BOTANY BAY LANE
N
W
O
T
W
S
SW SUNSHINE COAST STREET
D
RA
VE
LU
ECO
ARB
R
ET
R
EV
IR
W
S
SHEET L8.03 ECARRET NWOTLLEBPMAC WS
MATCHLINE SEE AREA 3
SW TOWNSVILLE STREET
SW SUNSHINE COAST STREET
ECARRET YAKCAM WS
SW ROCKHAMPTON LANE.
SHEET L8.03
)0513 .ON .R.C( .DR SREGOR YOR WS
MATCHLINE SEE AREA 3
NOTES:
TEMPORARY IRRIGATION SYSTEM:TEMPORARY AUTOMATIC ABOVE GROUNDMETER SIZE AND INSTALLATION. MAINTAIN SYSTEM
PLANT MATERIAL SHALL BE PROVIDED WITH AIRRIGATION SYSTEM DESIGNED BY THECONTRACTOR. A 2" WATER SERVICE STUB HASBEEN PROVIDED PER THE CIVIL DRAWINGS.COORDINATE WITH OWNER FOR TEMPORARYFOR
A MINIMUM OF THREE (3) GROWING SEASONS.
SHEET L8.01
SHEET L8.01
MATCHLINE SEE AREA 1
MATCHLINE SEE AREA 1
STREAM - LAYOUT PLAN AREA 2STREAM - PLANTING PLAN AREA 2
12
kel 3:39 PM - Mar. 23, 18 L8.02 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-LAYOUT.dwg
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3/22/20183/27/2018
C
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,
N A
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DESCRIPTION
I
S
E 369
5/09/97
D
O
REVISIONS
E
OREGON
G
A
STREAM
C
PLANTING
S
D
POLYGON NW COMPANY
A
DATE
STREAM SUBMITTAL
PARK SUBMITTAL
Construction Documents
SW DARWIN AVENUE
T
E
E
R
T
S
E
L
L
I
V
SSW GOLD COAST LANESW BOTANY BAY LANE
N
W
O
T
W
S
SW SUNSHINE COAST STREET
DR
A
VE
ELU
CO
ARB
RE
T
R
EVI
R
W
S
SW CAMPBELLTOWN TERRACE
SW TOWNSVILLE STREET
SW SUNSHINE COAST STREET
ECARRET YAKCAM WS
SW ROCKHAMPTON LANE.
.DR SREGOR YOR WS
)0513 .ON .R.C(
NOTES:
TEMPORARY IRRIGATION SYSTEM:TEMPORARY AUTOMATIC ABOVE GROUNDCONTRACTOR. A 2" WATER SERVICE STUB HASCOORDINATE WITH OWNER FOR TEMPORARYMETER SIZE AND INSTALLATION. MAINTAIN SYSTEM
PLANT MATERIAL SHALL BE PROVIDED WITH AIRRIGATION SYSTEM DESIGNED BY THEBEEN PROVIDED PER THE CIVIL DRAWINGS.FOR A MINIMUM OF THREE (3) GROWING SEASONS.
SHEET L8.02
STREAM - PLANTING PLAN AREA 3
MATCHLINE SEE AREA 2
2
SHEET L8.02
MATCHLINE SEE AREA 2
STREAM - LAYOUT PLAN AREA 3
1
kel 3:39 PM - Mar. 23, 18 L8.03 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-LAYOUT.dwg
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C
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DESCRIPTION
I
S
E 369
5/09/97
D
O
REVISIONS
E
OREGON
G
A
LEGEND
STREAM
C
S
D
POLYGON NW COMPANY
A
DATE
STREAM SUBMITTAL
PARK SUBMITTAL
Construction Documents
67
L8.04L8.04
1
2
CUT AND REMOVE TWINE,BURLAP, AND WIRE BASKETFROM TOP AND SIDES OFROOTBALL.
FINISH GRADE3' UNDER FIRST LIMBS OR 5' HIGH.WHICH EVER IS LOWEST.
"GROW STRAIGHT" TREE TIESGALV STEEL WIRE; LOOSETO ALLOW 4" OF MOVEMENTIN ALL DIRECTIONS
SHRUB ROOT CROWNTO BE SET 1" ABOVEMULCH AS SPECIFIED,KEEP MULCH CLEAR
OF SHRUB STEM BASEBACKFILLPLANTING MIX:
SURROUNDING GRADE
VINE MAPLES. TREES 1 1/2" CALIPERAND LESS SHALL BE STAKED WITH A
NOTE: STAKE ALL EVERGREEN TREESLESS THAN 4" CALIPER. DO NOT STAKESINGLE WOOD STAKE UNLESSOTHERWISE SPECIFIED.
2"
DEPTH - 2"
ROOT BALL
1"
DIAMETER OF
DIAMETER OF
ROOTBALL+12"
ROOTBALL + 12"
30" MIN.
1
PLANTING ON SLOPETREE STAKING DETAIL
1.5
NOTE:SCARIFY EDGESAND BOTTOM OFPLANTING PIT.
AFTER ONE YEAR)
MULCH AS SPECIFIEDKEEP MULCH CLEAROF TRUNK BASE2"X 2"X 8' WOOD STAKESSET OUTSIDE ROOTBALL ONWINDWARD AXIS (REMOVE
BACKFILL SOIL
5
L8.04
TILLED, AMENDED, AND MOUNDEDNATIVE SUBSOIL
'CHAIN LOCK" TREE TIES OR BLACKTWIST STRANDS AROUND EACH OTHERSET ROOT CROWN NO MORE THAN 4''ABOVE FINISHED GRADECLEAR OF TRUNK BASECUT AND REMOVE TWINE AND BURLAP2 x 2 WOOD STAKES OR
METALTREE ANCHORS AS APPROVED.AMENDED NATIVE SOIL /
FLEX GARDEN HOSE COVERINGMULCH AS SPECIFIED KEEP MULCHFROM TOP AND SIDES OF ROOTBALL.(REMOVE ALL WIRE BASKET)BACKFILL PLANTING MIXPER SPECIFICATIONS
2 X DIAMETER
OF ROOT BALL
CONIFER TREE GUYING DETAIL
2. IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK.
NOTE:1. TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.))
BALL DEPTH
1 1/2 X ROOT
3
MULCH AS SPECIFIED, KEEPMULCH CLEAR OF SHRUBSTEM BASE
BACKFILL SOILFINISHED GRADESCARIFY EDGES AND BOTTOMOF HOLE
4
L8.04
L8.04
DIAMETER OF
ROOT BALL + 12"
DEPTH
ROOTBALL
SHRUB PLANTING DETAIL
WILLOW INSTALATION IN RIP-RAP
2
1
L8.04
L8.04
WILLOW CUTTING INSTALATION
WILLOW INSTALATION IN SOIL
kel 3:40 PM - Mar. 23, 18 L8.04 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-LAYOUT.dwg
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C
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N A
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DESCRIPTION
I
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5/09/97
D
O
REVISIONS
E
OREGON
NOTES
G
A
STREAM
C
S
D
POLYGON NW COMPANY
A
DATE
STREAM SUBMITTAL
PARK SUBMITTAL
Construction Documents
5
L8.05
4
L8.05
CWS VEGETATED COORIDOR SIGN
CWS CONSTRUCTION NOTES
3
L8.05
2
1
L8.05 L8.05
ABOVE GRADEEXISTING SUBGRADESOIL WITH FOOT DO NOT
PLACE ROOT COLLARLOOSEN SOIL PRIOR TOPLANTING FIRMLY PACKBEND OR BREAK ROOTS.NO "J" OR "L" ROOTSREMOVE BURLAP ORCONTAINER
6"
6"
18" Dia. CIRCLE
2" BARK MULCK AT
RANDOMLY MIX PLANT SPECIES AND HEIGHTSOFFSET PLANTS TO AVOID STRAIGHT ROWS
CLUMP & SCATTER PLANTS SO THAT AVERAGEPLANTING DENSITY IS EQUIVALENT TO GRID SPACINGTYPICAL O.C. (on center) PLANTING GRID
CWS WATER QUALITY SWALE
RANDOM PLANTING PATTERN
#1 CONTAINER PLANTING DETAIL
THE ROOTBALL
WATER BASIN 2-3"
12" GREATER THAN
PLANTING PITS TO BE
MINIMUM
MOUND FOR TEMPORARY
12"
TO ENSURE
NOVEMBER 15. BARE ROOT STOCK
, ADDITIONAL MEASURES
THROUGH
MAY REQUIRE
OCTOBER 1
AND
MAY 1
OUTSIDE THESE TIMES
THROUGH
FEBRUARY 1
ONLY FROM
DEPENDING ON SITE CONDITIONS, APPROPRIATE MEASURES SHALL BE TAKEN TO LIMIT WILDLIFE-RELATED DAMAGE (SEE
BE INSTALLED
TO ENSURE ORGANIC MATTER, LEAF COMPOST MAYBE PLACED UNIFORMLY ON TOPSOIL. OTHER AMENDMENT, CONDITIONERS,
GRADING, SOIL PREPARATION, AND SEEDING SHALL BE PERFORMED DURING OPTIMAL WEATHER CONDITIONS AND AT LOW FLOW LEVELS
APPROPRIATE PLANT SELECTION, ALONG WITH ADEQUATE SITE PREPARATION AND MAINTENANCE, REDUCES THE NEED FOR IRRIGATION.
TREES, SHRUBS, AND GROUNDCOVER PLANTED IN UPLAND AREAS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN
MAINTENANCE ACCESS FOR PLANT MAINTENANCE SHALL BE PROVIDED FOR SENSITIVE AREAS AND VEGETATED CORRIDORS VIA A FIVE-FOOT
CONTAINER STOCK SHALL
TIMING:SHALL BE INSTALLED ONLY FROM DECEMBER 15 THOUGH APRIL 15. PLANTINGSSURVIVAL..TO MINIMIZE SEDIMENT IMPACTS. SITE DISTURBANCE SHALL BE MINIMIZED AND DESIRABLE VEGETATION RETAINED,
WHERE POSSIBLE. SLOPES SHALL BECOMPOSTED BARK OR LEAVES THAT HAVE NOT BEEN CHEMICALLY TREATED. THE USE OF MULCH IN FREQUENTLY INUNDATED AREAS SHALL BE LIMITED, TOAVOID ANY POSSIBLE
WATER QUALITY IMPACTS INCLUDING THE LEACHING OF TANNINS AND NUTRIENTS, AND THE MIGRATION OF MULCH INTO WATERWAYS.WATERING) SHALL BE USED DURING THE TWO-YEAR PLANT ESTABLISHMENT PERIOD.
WATERING SHALL BE AT A MINIMUM RATE OF AT LEAST ONE INCH PERWEEK FROM JUNE 15 THROUGH OCTOBER 15. OTHER IRRIGATION TECHNIQUES, SUCH AS DEEP WATERING, MAY BE ALLOWED WITH PRIOR APPROVAL
BYACCESS:
BIO-AMENDMENTS MAY BE ADDED AS NEEDED TO SUPPORT THE SPECIFIED PLANTS OR ADJUST THE SOIL PH. TRADITIONAL FERTILIZATION TECHNIQUES(APPLYING N-P-K) ARE NOT NECESSARY FOR NATIVE PLANTS
AND SHOULD NOT BE USED.EROSION CONTROL:GRADED TO SUPPORT THE ESTABLISHMENT OF VEGETATION. WHERE SEEDING IS USED FOR EROSION CONTROL, AN APPROPRIATE NATIVE GRASS, REGREEN(OR ITS EQUIVALENT),
OR STERILE WHEAT SHALL BE USED TO STABILIZE SLOPES UNTIL PERMANENT VEGETATION IS ESTABLISHED. BIODEGRADABLE FABRICS(COIR, COCONUT OR APPROVED JUTE MATTING (MINIMUM 1/4" SQUARE HOLES)
MAY BE USED TO STABILIZE SLOPES AND CHANNELS. FABRICS SUCH AS BURLAPMAY BE USED TO SECURE PLANT PLUGS IN PLACE AND TO DISCOURAGE FLOATING UPON INUNDATION. NO PLASTIC MESH THAT CAN ENTANGLE
WILDLIFE ISPERMITTED. CONSULT CHAPTER 6 - EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL INFORMATION.MULCHING: DIAMETER, TO RETAIN MOISTURE AND DISCOURAGE WEED GROWTH AROUND
NEWLY INSTALLED PLANT MATERIAL. APPROPRIATE MULCHES ARE MADE FROMPLANT PROTECTION FROM WILDLIFE:IVAM GUIDANCE).IRRIGATION:HOWEVER, UNLESS SITE HYDROLOGY IS CURRENTLY ADEQUATE, A DISTRICT/CITY
APPROVED IRRIGATION SYSTEM OR EQUIVALENT (I.E., POLYMER, PLUSDISTRICT STAFF.EASEMENT OR SHARED BOUNDARY WITH STORMWATER FACILITIES. STORMWATER FACILITIES ACCESS REQUIREMENTS ARE PROVIDED
IN CHAPTER 4.
27.28.29.30.31.32.
C.W.S. CONDITIONS FOR VEGETATIVE CORRIDOR, MITIGATION AREAS AND SWALES:
kel 3:40 PM - Mar. 23, 18 L8.05 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-LAYOUT.dwg
SIZES TO VARY
4"
6"
kel 4:36 PM - Mar. 26, 18 L8.06 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-DETAILS.dwg
kel 4:36 PM - Mar. 26, 18 L8.07 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-DETAILS.dwg
1'-6"
VARIES
kel 4:37 PM - Mar. 26, 18 L8.08 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-DETAILS.dwg
1'-6"
6"
12"
30"
kel 4:39 PM - Mar. 26, 18 L8.09 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-DETAILS.dwg
1'-6"
VARIES
kel 4:35 PM - Mar. 26, 18 L8.10 - SHEET: N:\\proj\\395-010\\09 Drawings\\08 landscape\\Sheets\\395010.(L8) STREAM-DETAILS.dwg
165TH AVE
ECARRET
B
O
U
L
E
V
A
R
D
168TH AVE
EVA HT961
CAIRNS TR
DR SREG
OR YOR
blake 5:38 PM - Dec. 17, 18 1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD1.0) COVER.Roy Rogers & Bull Mountain.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DVL
B
168TH AVE
169TH AVE
CAIRNS TR
DR SREGOR YOR
252.91
253.06
251.02
251.32
255.07
264.42
ELEV = 265.14
STA = 42+13.63 (ROY ROGERS)
BEGINNING OF CONSTRUCTION
brian 4:37 PM - Sep. 25, 18 RD1.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets - Roy Rogers\\395010.(RD1.1-1.2) ST-ROY ROGERS.dwg
165TH AVE
YA
W RU
OB
RAH
LLE
HS
DV
LB
EVA HT861
169TH AVE
CAIRNS TR
ROY ROGERS RD
10" IE OUT=255.05 (N)
10" IE IN=255.25 (S)
RIM=279.73
ELEV = 279.75
STA=5+66.61 (SSLN-M)
STA = 53+85.37 (ROY ROGERS)
(ROY ROGERS)
END OF CONSTRUCTION
STA=53+69.97, 26.00' L
SSMH M1
ELEV = 279.81
STA = 53+02.58 (ROY ROGERS)
STA = 1+03.93 (BULL MTN)
INTERSECTION
254.67
254.87
278.49
brian 4:38 PM - Sep. 25, 18 RD1.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets - Roy Rogers\\395010.(RD1.1-1.2) ST-ROY ROGERS.dwg
256.91
257.01
267.71
10" IE OUT=255.05 (N)
255.56
255.72
10" IE IN=255.25 (S)
RIM=279.73
280.11
5+60.71
STA=5+66.61 (SSLN-M)
(ROY ROGERS)
STA=53+69.97, 26.00' L
SSMH M1
53+75.87, 25.90' L
brian 4:39 PM - Sep. 25, 18 RD1.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets - Roy Rogers\\395010.(RD1.3) ST-ROY ROGERS.dwg
blake 5:40 PM - Dec. 17, 18 1.4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD1.4-1.6) RW-ROY ROGERS.dwg
blake 5:40 PM - Dec. 17, 18 1.5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD1.4-1.6) RW-ROY ROGERS.dwg
blake 5:40 PM - Dec. 17, 18 1.6 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD1.4-1.6) RW-ROY ROGERS.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
BVCE: 307.29
BVCS: 5+03.51
EVCE: 295.34
EVCS: 3+83.87
BVCE: 280.59
BVCS: 1+37.87
ELEV = 279.91
STA = 53+02.58 (ROY ROGERS)
STA = 1+03.93 (BULL MTN)
INTERSECTION
blake 5:41 PM - Dec. 17, 18 RD2.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD2) ST-BULL MOUNTAIN.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
EVCE: 337.50
EVCS: 11+45.00
BVCE: 328.40
BVCS: 9+55.00
EVCE: 326.84
EVCS: 9+33.10
BVCE: 323.68
BVCS: 8+64.08
ELEV = 319.38
STA = 7+39.92 (BULL MTN)
STA = 1+00.00 (RIVER TER)
INTERSECTION
EVCE: 315.68
EVCS: 6+43.51
blake 5:41 PM - Dec. 17, 18 RD2.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD2) ST-BULL MOUNTAIN.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
EVCE: 337.90
EVCS: 14+31.11
ELEV = 338.79
STA = 13+91.41 (BULL MTN)
END OF CONSTRUCTION
BVCE: 339.29
BVCS: 13+51.11
EVCE: 339.56
EVCS: 13+15.00
ELEV = 339.61
STA = 12+61.40 (BULL MTN)
STA = 30+10.60 (165TH)
INTERSECTION
BVCE: 338.47
BVCS: 11+85.00
blake 5:41 PM - Dec. 17, 18 RD2.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD2) ST-BULL MOUNTAIN.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
EVCE: 318.93
EVCS: 2+64.53
BVCE: 317.96
BVCS: 2+14.53
EVCE: 317.96
EVCS: 2+00.35
BVCE: 318.93
BVCS: 1+50.35
EVCE: 320.64
EVCS: 1+11.37
BVCE: 320.64
BVCS: 0+11.37
blake 5:42 PM - Dec. 17, 18 RD2.4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD2.4) ST-ROUNDABOUT.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
blake 5:42 PM - Dec. 17, 18 RD2.5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD2.5) ST-ROUNDABOUT.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 340.00
STA = 0+72.52
PT
EVCE: 340.29
EVCS: 0+81.97
BVCE: 340.04
BVCS: 0+76.97
ELEV = 339.88
STA = 0+60.64
3/4
ELEV = 339.69
STA = 0+48.76
1/2
EVCE: 339.84
EVCS: 0+56.26
ELEV = 339.51
STA = 0+36.88
BVCE: 339.70EVCE: 339.70
1/4
BVCS: 0+48.76EVCS: 0+48.76
BVCE: 339.55
BVCS: 0+41.26
ELEV = 339.39
STA = 0+25.00
ELEV = 339.51
PC
PVI STA = 0+36.88
ELEV = 339.39
PVI STA = 0+25.00
ELEV = 339.27
PVI STA = 0+00.00
3CT
93.93
73.933CT
2.50%
P
93.933C
%05.2
)PH(54.933TP
8%
8%
EVA HT561 WS
30+00
12.00%
1
.
5
%
5%
8%
8%
38.94%05.2%05.2
PT3
833CP
PH 87.
blake 9:06 AM - Dec. 18, 18 RD3.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 339.25
PVI STA = 0+89.29
ELEV = 338.94
STA = 0+69.73
PT
ELEV = 339.39
ELEV = 339.17
ELEV = 339.39STA = 0+70.83
ELEV = 338.28ELEV = 338.31
STA = 0+58.05
PVI STA = 0+70.83
TC
PVI STA = 0+70.18STA = 0+68.63
3/4
PT
ELEV = 339.42
ELEV = 339.45
STA = 0+46.36
ELEV = 338.43
ELEV = 339.45STA = 0+57.31
1/2
STA = 0+55.74
PVI STA = 0+57.31
PT
3/4
ELEV = 339.24
ELEV = 339.66
ELEV = 339.24STA = 0+46.63
STA = 0+34.68
PVI STA = 0+46.63
3/4
ELEV = 338.551/4
STA = 0+42.86
1/2
ELEV = 339.01
ELEV = 339.89
STA = 0+35.96
STA = 0+23.00
1/2
PC
ELEV = 338.66
STA = 0+29.97
1/4
ELEV = 338.79
ELEV = 338.79STA = 0+25.28
PVI STA = 0+25.28
1/4
EVCE: 339.96
ELEV = 338.78
ELEV = 338.78STA = 0+17.09
EVCS: 0+19.57
ELEV = 338.57
PVI STA = 0+17.09
PC
STA = 0+14.60
BVCE: 340.22
PC
BVCS: 0+14.57
ELEV = 338.43
ELEV = 338.28
PVI STA = 0+00.00
PVI STA = 0+00.00
blake 9:06 AM - Dec. 18, 18 RD3.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
3.6%
4.7%
.3%
1
2.50%
319.64PCC
00+1
1.00%
00+2
1.00%
DVLB ECARRET REVIR WS
%1
5.5%
2.8%
2
7.5
13
165TH AVE
.513PC
64
2%%2
8%
%8
YA
W R
UOB
RAH
LLE
HS
DV
LB
EC
A
RR
ET
R
E
VI
R
PT315.07
EVA HT861
169TH AVE
RT SNRIAC
DR SREGOR YOR
413TP
94.
1
2/
13
.4
14
P
C
13
4
.
3
4
P
T
3
1
.3
0
8
1
2/
3
21
99.
PC
98.213
10.313PC
1
9.21
3
2/1
P301
C.27
%05.2
38.
01
3
C
P
07.0
13
2/
1
3PT
75.01
%05.2
8%
blake 9:06 AM - Dec. 18, 18 RD3.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
41.723PC
2.50%
40.723
2/1
49.
623
TP
523TP
19.
2.50%
0
8.5
23
2
/1
23CP
12.5
2/1
23
1.5
0
3
2
4
.
9
9
TP
13.4232/1
CP
2.423
4
P
C
3
2
3
.
7
6
/1
2
23
.3
17
56.323TP
55
323.
T
P
8%
2%2%
8%
CP
10.323
319.64PCC
0+1
0
1.00%
blake 9:06 AM - Dec. 18, 18 RD3.4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 317.79
STA = 1+18.00
PC
ELEV = 317.92
STA = 1+14.97
PT
ELEV = 318.43
STA = 1+03.15
3/4
EVCE: 318.58
EVCS: 0+99.60
ELEV = 318.83
STA = 0+91.33
1/2
BVCE: 318.85
BVCS: 0+83.06
ELEV = 318.81
STA = 0+79.50
1/4
ELEV = 318.68
STA = 0+67.68
PC
EVCE: 318.47
EVCS: 0+47.90
ELEV = 318.49
STA = 0+41.25
PT
ELEV = 318.73
STA = 0+33.21
PRC
BVCE: 319.02
ELEV = 319.21
BVCS: 0+27.90
STA = 0+25.00
PC
blake 9:06 AM - Dec. 18, 18 RD3.5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 310.57
STA = 2+81.87
PT
ELEV = 310.70
STA = 2+80.32
1/2
ELEV = 310.83
STA = 2+78.76
PC
EVCE: 311.39
EVCS: 2+72.18
ELEV = 312.80
STA = 2+53.66
PT
ELEV = 312.91
STA = 2+52.10
1/2
ELEV = 313.01
STA = 2+50.55
PC
BVCE: 314.51
EVCE: 314.54
BVCS: 2+22.18
EVCS: 2+21.34
ELEV = 315.27
STA = 1+97.94
BVCE: 315.30
PT
BVCS: 1+96.34
ELEV = 315.67
STA = 1+77.96
3/4
EVCE: 315.87
EVCS: 1+67.97
ELEV = 316.13
STA = 1+57.97
1/2
BVCE: 316.50
BVCS: 1+47.97
ELEV = 316.93
STA = 1+37.99
1/4
blake 9:06 AM - Dec. 18, 18 RD3.6 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 316.75
STA = 1+22.68
5/8
ELEV = 316.49
STA = 1+15.04
1/2
ELEV = 316.23
STA = 1+07.40
3/8
ELEV = 315.98
STA = 0+99.76
1/4
ELEV = 315.72
STA = 0+92.11
1/8
ELEV = 315.46
STA = 0+84.47
PC
EVCE: 314.94
EVCS: 0+66.69
ELEV = 314.49
STA = 0+55.21
PT
ELEV = 314.41
STA = 0+53.45
1/2
ELEV = 314.34
STA = 0+51.69
PC
BVCE: 313.61
BVCS: 0+36.69
ELEV = 313.08
STA = 0+26.76
PT
ELEV = 312.99
STA = 0+25.00
1/2
ELEV = 312.89
STA = 0+23.23
PC
blake 9:06 AM - Dec. 18, 18 RD3.7 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 318.50
PVI STA = 2+54.69
ELEV = 318.81
ELEV = 318.81STA = 2+29.69
PVI STA = 2+29.69
PT
ELEV = 318.83
STA = 2+26.08
1/2
ELEV = 318.86
STA = 2+22.47
PCC
EVCE: 318.89
ELEV = 318.90
STA = 2+16.97
EVCS: 2+18.46
7/8
ELEV = 318.90
STA = 2+11.47
3/4
ELEV = 318.87
STA = 2+05.97
5/8
ELEV = 318.81
STA = 2+00.46
1/2
ELEV = 318.71
STA = 1+94.96
BVCE: 318.67
3/8
BVCS: 1+93.46
ELEV = 318.57
STA = 1+89.46
1/4
ELEV = 318.44
STA = 1+83.96
1/8
ELEV = 318.31
STA = 1+78.46
PC
ELEV = 317.52
ELEV = 317.52STA = 1+45.61
PVI STA = 1+45.61PT
ELEV = 317.26
STA = 1+37.97
7/8
ELEV = 317.01
STA = 1+30.33
3/4
ELEV = 316.75
STA = 1+22.68
blake 9:06 AM - Dec. 18, 18 RD3.8 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 322.60
STA = 1+19.18
1/4
ELEV = 322.23
STA = 1+10.81
PCC
ELEV = 321.26
STA = 0+94.21
BVCE: 321.20
3/4
BVCS: 0+93.31
EVCE: 321.05
EVCS: 0+91.19
ELEV = 320.21
STA = 0+77.62
1/2
ELEV = 319.48
STA = 0+61.02
1/4
ELEV = 319.09
STA = 0+44.43
PC
BVCE: 319.05
BVCS: 0+41.19
ELEV = 318.89
PVI STA = 0+25.50
ELEV = 318.71
PVI STA = 0+00.00
blake 9:06 AM - Dec. 18, 18 RD3.9 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
EVCE: 326.39
EVCS: 2+25.42
ELEV = 325.91
STA = 2+18.29
PT
ELEV = 325.80
STA = 2+16.52
1/2
ELEV = 325.70
STA = 2+14.74
PC
ELEV = 324.38
STA = 1+86.69
PT
ELEV = 324.31
STA = 1+84.54
1/2
ELEV = 324.24
STA = 1+82.39
PC
BVCE: 324.06
BVCS: 1+75.42
ELEV = 323.55
STA = 1+54.05
PT
ELEV = 323.40
STA = 1+49.16
1/2
ELEV = 323.26
STA = 1+44.28
PCC
ELEV = 323.09
STA = 1+35.91
3/4
ELEV = 322.88
EVCE: 322.90
STA = 1+27.54
EVCS: 1+28.31
1/2
blake 9:06 AM - Dec. 18, 18 RD3.10 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
BVCE: 322.12
ELEV = 322.04
BVCS: 1+45.99
STA = 1+43.53
EVCE: 322.00
3/4
EVCS: 1+42.07
ELEV = 321.57
STA = 1+30.54
PT
ELEV = 321.42
STA = 1+27.07
PC
BVCE: 320.65
ELEV = 320.51
BVCS: 1+12.07
STA = 1+09.59
1/4
EVCE: 320.36
EVCS: 1+07.11
ELEV = 319.66
STA = 0+92.11
1/2
BVCE: 319.28
ELEV = 319.24
BVCS: 0+77.11
STA = 0+74.64
3/4
EVCE: 319.02
ELEV = 318.98
EVCS: 0+59.74
STA = 0+57.16
PT
ELEV = 318.94
STA = 0+40.81
PC
ELEV = 318.98
STA = 0+36.69
1/2
ELEV = 319.04
STA = 0+32.57
PRC
ELEV = 319.12
BVCE: 319.09
EVCE: 319.10
STA = 0+28.53
BVCS: 0+29.74
EVCS: 0+29.50
1/2
ELEV = 319.26
STA = 0+24.50
PT
BVCE: 319.55
BVCS: 0+19.50
blake 9:06 AM - Dec. 18, 18 RD3.11 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
EVCE: 327.97
EVCS: 2+97.03
ELEV = 327.14
STA = 2+84.82
PC
ELEV = 327.04
STA = 2+83.30
1/2
ELEV = 326.94
STA = 2+81.78
PT
ELEV = 325.21
STA = 2+50.86
PC
ELEV = 325.10
STA = 2+48.49
1/2
ELEV = 324.99
STA = 2+46.15
PT
ELEV = 323.76
STA = 2+13.88
PC
ELEV = 323.71
STA = 2+12.02
1/2
ELEV = 323.65
STA = 2+10.16
PT
BVCE: 323.33
BVCS: 1+97.03
ELEV = 323.01
STA = 1+82.49
PC
EVCE: 322.78
ELEV = 322.75
STA = 1+69.50
EVCS: 1+70.99
1/4
ELEV = 322.49
STA = 1+58.49
1/2
blake 9:06 AM - Dec. 18, 18 RD3.12 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
G(45.182TUG
)TU
G
)TUG(45.182TU
%5.
1
2.182CP
)TUG(9
)TUG(92.182PT
SW ROY ROGERS RD
00+35
blake 9:06 AM - Dec. 18, 18 RD3.13 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
ELEV = 279.96
STA = 10+83.16
GUT
ELEV = 280.13
ELEV = 281.54
STA = 10+73.16
STA = 10+82.51
PT
GUT
ELEV = 281.29
STA = 10+72.50
EVCE: 281.28
PT
EVCS: 10+72.00
ELEV = 280.38
STA = 10+57.37
3/4
ELEV = 280.95
STA = 10+56.88
3/4
ELEV = 280.64
STA = 10+41.58
EVCE: 280.66
1/2
EVCS: 10+40.50
ELEV = 280.71
BVCE: 280.72
STA = 10+41.26
BVCS: 10+42.00
1/2
ELEV = 280.93
STA = 10+25.76
1/4
ELEV = 280.53
STA = 10+25.63
1/4
ELEV = 281.29
BVCE: 281.28
STA = 10+09.99
BVCS: 10+10.50
PC
ELEV = 281.54
ELEV = 280.34
STA = 10+00.00
STA = 10+10.00
GUT
PC
ELEV = 280.23
STA = 10+00.00
GUT
blake 9:07 AM - Dec. 18, 18 RD3.14 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(CR) CURB.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
blake 5:43 PM - Dec. 17, 18 RD4.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD4) SS-BULL MOUNTAIN.dwg
165TH AVE
YAW
RU
OBR
AH
LLE
HS
DV
LB
E
C
AR
R
ET
R
E
VI
R
E
VA HT861
169TH AVE
CAIRNS TR
DR SREGOR YOR
blake 5:43 PM - Dec. 17, 18 RD4.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD4) SS-BULL MOUNTAIN.dwg
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
blake 5:44 PM - Dec. 17, 18 RD5.1 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD5) ST-BULL MOUNTAIN.dwg
S
D
S
S
W
WW
SDDS
SDSD
SSSSSS
DVL
B E
CAR SS
RET
REV
IR
WS
S
D
SS
WWW
SDW
WW
W
SS
SD
SS
blake 5:44 PM - Dec. 17, 18 RD5.2 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD5) ST-BULL MOUNTAIN.dwg
W
W
W
W
WWW
SW 165TH AVE
blake 5:44 PM - Dec. 17, 18 RD5.3 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD5) ST-BULL MOUNTAIN.dwg
8
5
17
13
7B
4
1618
12
1115
7A
2
16
1014
blake 5:44 PM - Dec. 17, 18 RD5.4 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD5) ST-BULL MOUNTAIN.dwg
blake 5:44 PM - Dec. 17, 18 RD5.5 - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD5) ST-BULL MOUNTAIN.dwg
8.3%
MAX
2%
blake 5:44 PM - Dec. 17, 18 RDTL1-STREET - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg
blake 5:44 PM - Dec. 17, 18 RDTL2-STREET - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg
blake 5:45 PM - Dec. 17, 18 RDTL3-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg
blake 11:29 AM - Dec. 18, 18 RDTL4-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg
blake 5:45 PM - Dec. 17, 18 RDTL5-SEWER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg
blake 11:11 AM - Dec. 18, 18 RDTL6-WATER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg
blake 5:45 PM - Dec. 17, 18 RDTL7-WATER - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg
38
blake 5:45 PM - Dec. 17, 18 RDTL8-LIDA - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg
S
D
S
D
S
D
S
D
S
D
blake 5:45 PM - Dec. 17, 18 RDTL9-LIDA - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg
blake 5:45 PM - Dec. 17, 18RDTL10-WACO STREET - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL) RD DETAILS.dwg
276.61278.85
277.92
EOP ELEV:EOP ELEV:
EOP ELEV:
280.91277.34
278.68
EOP ELEV:EOP ELEV:
EOP ELEV:
blake 5:46 PM - Dec. 17, 18 RDTL11-WACO STREET (2) - SHEET: N:\\proj\\395-010\\09 Drawings\\05 Asbuilts\\Sheets\\395010.(RD-DTL11) ROY ROGERS.dwg
1/17/2018
Polygon at
Roshak Ridge
0
0
+
2
00+45
00+35
00+25
0
0
+
1
95, C95, C95, C
AND OPTION
PGE SCHEDULE
8'8'8'
ARM
LENGTH
35'35'30'
HEIGHT
MOUNTING
0.85
FACTOR
LIGHT LOSS
BUG
RATING
B3-U0-G3B3-U0-G3B3-U0-G3
2.7 : 1
(AVE:MIN)
Type 3Type 3Type 3
UNIFORMITY
DISTRIBUTION
1.6
(FC)
17,00017,00017,000
LUMENS
LIGHT LEVEL
LUMINAIRE
TYPE
100 LED100 LED100 LED
DESIGN
LUMINAIRE TABLE
RECOMMENDED
167167167
WATT
LIGHTING TABLE
POLE STYLE
EX. PGE POLEEX. PGE POLEEX. PGE POLE
CLASSIFICATION
ARTERIAL / COLLECTOR
ROADWAY OR INTERSECTION
ROADWAY
SW ROY ROGERS RDSW ROY ROGERS RD
SW BULL MOUNTAIN RD
INTERSECTION
123
POLE
ROADWAY SEGMENT OFSW BULLMOUNTAIN RD
SW ROY ROGERS RD @
NUMBER
wscarbroughwscarbrough 8:57 AM8:57 AM - - Jan. 18, 18Jan. 18, 18 IL-5IL-5 - SHEET: - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197
Roshak Illumination plans.dwgH:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Roshak Illumination plans.dwg
1/17/2018
Polygon at
Roshak Ridge
4.04.05.05.0
3.53.54.55.5
(feet)
Depth in Rock
5.06.07.08.0
5.55.56.57.5
(feet)
Depth in Soil
is to be 70% of the depth required in soil.the setting depth from the low side of the hole.
30405060
25354555
(feet)
2. Where poles are located on other than level areas, measure
Length of Pole
Note: 1. Where soil is underlain with rock, the depth of the hole in the rock
Height above pavement
Luminaire mounting
Arm length
No Scale
Note: Details are not meant to reflectany manufacturer's product.Other designs may be acceptable,but must be submitted for approval.
this sheet.
See Table 1
Embedment depth
Install a wood pole of classand length required, to providethe mounting height specifiedand/or give basic clearancesfor overhead conductors.Luminaire supports shall be designed in accordance
withAASHTO Standard Specifications for Structural Supportsfor Highway Signs, Luminaires, and Traffic SignalsThe design wind velocity shall be 100 mph unlessshown otherwise on the plans
or in the Special Provisions for the project.Bolts shall conform to ASTM Specification A307.Steel sheet and plate shall be Merchant quality.All structural steel including washers and
nutsshall be hot dip galvanized after fabricationunless noted otherwise.Wind rods required for arms over 8'.
Note:
NOTE: See plans for arm length, mounting heights, andpole set back distances.
wscarbroughwscarbrough 9:22 AM9:22 AM - - Jan. 18, 18Jan. 18, 18 IL-6IL-6 - SHEET: - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197
Roshak Illumination plans.dwgH:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Roshak Illumination plans.dwg
6/15/20171/10/2018
11/14/2017
Polygon at
Roshak Ridge
2ND SUBMITTAL DATE3RD SUBMITTAL DATE
1ST SUBMITTAL DATE
7.5"9"C7.5"
6"9"C6"
6"12"C6"
4.5"12"C4.5"
6"6"
9"C
9"C
7.5"7.5"
1'-9"
2'-0"
wscarbrough 3:13 PM - Jan. 10, 18 TS-1 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg
6/15/20171/10/2018
11/14/2017
Polygon at
Roshak Ridge
2ND SUBMITTAL DATE3RD SUBMITTAL DATE
1ST SUBMITTAL DATE
wscarbrough 3:13 PM - Jan. 10, 18 TS-2 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg
6/15/20171/10/2018
11/14/2017
Polygon at
Roshak Ridge
1ST SUBMITTAL DATE2ND SUBMITTAL DATE3RD SUBMITTAL DATE
wscarbrough 3:13 PM - Jan. 10, 18 TS-3 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg
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1ST SUBMITTAL DATE2ND SUBMITTAL DATE3RD SUBMITTAL DATE
wscarbrough 3:14 PM - Jan. 10, 18 TS-4 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg
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2ND SUBMITTAL DATE
1ST SUBMITTAL DATE3RD SUBMITTAL DATE
t
e
n
i
b
a
C
l
a
n
i
m
r
e
T
df
o
a
C
L
e
of Pedestrian Head
H
l
L
C
a
n
g
i
S
e
l
c
i
h
e
V
f
o
L
C
n
g
i
S
f
o
C
of Pedestrian Head
L
C
MAST ARM POLE ORIENTATION DIAGRAM
of Arm
L
C
the drawing specified in the chart
North Arrow as identified on
of Pedestrian Head
L
C
d
a
e
H
l
a
n
g
i
S
ORIENTATION DIAGRAM
e
l
c
i
h
e
V
f
o
CL
of Pedestrian Head
L
C
PEDESTRIAN PEDESTAL / VEHICLE PEDESTAL
Traffic Signal Type 2, Adjustable Bracket Mount, Tenon Not Required (See Std Dwg. TM460 & TM462)Traffic Signal Type 6L, Adjustable Bracket Mount,Tenon Not Required (See Std Dwg. TM460
& TM462)Video CameraStreet Name Sign, Aluminum
Radar Detection UnitFire Preemption (See Std Dwg. TM465)
======
V2V6L
BRACKET MOUNT:CAMRADSTF
wscarbrough 3:14 PM - Jan. 10, 18 TS-5 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg
6/15/20171/10/2018
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1ST SUBMITTAL DATE2ND SUBMITTAL DATE3RD SUBMITTAL DATE
Detail A - Camera and Mount
additional details
See TM457 for
NOTE:
FOUNDATION MODIFICATION
wscarbrough 3:14 PM - Jan. 10, 18 TS-6 - SHEET: H:\\13\\13197 - Roshak Ridge and South River Terrace\\dwgs\\design\\Roshak\\13197 Bull Mt at Roy Rogers-Signal Plans.dwg