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START FULL DEPTHROAD CONSTRUCTION
10+095.322
-1.49%
-3.39%
-1.49%
-3.39%
10+005 10+010 10+015 10+020 10+025 10+030 10+035 10+040 10+045 10+050 10+055 10+060 10+065 10+070 10+075 10+080 10+085 10+090 10+095 10+100 10+105 10+110 10+115 10+120 10+125 10+130 10+135 10+140
65.1m @ 1.97% - 300mm PVC
SW
INV
24.
405
NE
INV
24.
318
10+
102.
9227
.285
D1
5TH STREETDESIGN PROFILE
EXISTING GROUND
RAIN GARDEN SWALEDESIGN PROFILE (TYP.)
11.3m @ 2.53% - 200mm PVC
X
X
X
X
O/H
O/H
O/H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O/H
O/H
O/H
O/H
O
/
H
O
/
H
O
/
H
O/H
O/H
O/H
O
/H
O
/H
O
/H
O
/H
O
/H
O
/H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
D
D
D
|
|
|
|
|
|300Ø PVC STM
2.5m
REMOVEEXISTINGCATCHBASINAND LEAD
MC
PH
EE
AV
EN
UE
ME
NZ
IE
S
AV
EN
UE
5
T
H
S
T
R
E
E
T
PROPOSED CATCHBASIN TIE TOEXISTING MANHOLERIM 27.344INV. 26.544
LOG CHECK DAM.SEE LANDSCAPE
DETAIL 2 ON SHEETL04 (TYP.)
SEDIMENT BASINSEE DETAIL 3 ONSHEET U09 (TYP.)
RIM 26.989
LAWN DRAIN SEEDETAIL 2 ONSHEET U09 (TYP.)RIM 26.026INVERT 25.026
LOT 17
LOT 18
PLAN VIP1392
LOT A
LOT 4
PLAN VIP1447
LOT 3
PLAN VIP1447
BLOCK A
LOT 2
PLAN EPS3041
LOT A
PLAN VIP63529
LOT 9
PLAN VIS4025
P.PLAN EPP50280
LOT 17
LOT 18
PERFORATED PIPE, SEELANDSCAPE DETAIL 1ON SHEET L04 (TYP.)
RAIN GARDEN PERFORATEDPIPE CLEANOUT. SEE DETAIL
5 ON SHEET U09 (TYP.)
PERFORATED PIPECLEANOUT. SEE
DETAIL 5 ON SHEET
BREAK INTO EX MHAND CONNECT 200mmCB LEAD
CURB CUTSEE DETAIL 1ON SHEET U09 (TYP.)
D1
SEDIMENT BASIN RIM 26.211
ABANDON AND CAP EXISTING STORMMAIN. ABANDONED MAIN TO BE FILLED
WITH FILLCRETE OR GROUT (TYP.)
CONNECT PVC STMTO EXISTING CONC.
STM WITH BENDAND COUPLING
SAWCUT (LIMIT OF CONSTRUCTION)
REPLACE ALL EXISTING STORM SERVICES FROMNEW MAIN TO PROPERTY LINE WITH 150mm PVCCONNECTION. ALL STORM SERVICE LOCATIONSTO BE CONFIRMED IN FIELD PRIOR TOCONSTRUCTION (TYP.)
FEBRUARY 16, 2018
ISSUED FOR
TENDER
ATTENTION SURVEY INFORMATION
This drawing is prepared for the sole use ofNo representations of any kind are made by Urban Systems Ltd. or its employeesto any party with whom Urban Systems Ltd. does not have a contract.WARNING
Utilities or structures shown on this drawing were compiled from informationsupplied by various parties and may not be complete or accurate. Expose andconclusively confirm the location in the field all underground utilities and structuresindicated on this drawing, all underground utilities in the area of the proposed workand any utilities or structures reasonably apparent from an inspection of theproposed work. Urban Systems Ltd. assumes no responsibility for loss or damagecaused by third party negligence or failure to comply with the above.
Prepared by: 3D GEOMATICSCoordinate System: NAD83(CSRS)Compilation Date: 2016-07-28
City of Courtenay5th Street Complete Street
DRAINAGE
Station 10+000 to 10+140
0
0
H
V
2.5m 2.5 5
0.25m 0.25 0.5
7.5
0.75
# Date
Project Number RevisionDrawing Number
Designed by
Drawn by
Quality Control by
Scale
Sheet Number
App
U:\P
ro
je
cts_
VA
N\3
22
2\0
01
4\0
2\D
-D
ra
ftin
g-D
esig
n-A
na
lysis\C
AD
\P
RO
D\S
ET
2
\U
02
-A
-3
22
20
01
40
2-D
RA
IN
AG
E.d
wg
, U
05
D
RA
IN
AG
E, 2
01
8-0
2-1
6 0
9:1
0 a
m cfe
hr
A B C D E F G H I J K L M N O P Q
1
2
3
4
5
6
7
8
9
A B C D E F G H I J K L M N O P Q
1
2
3
4
5
6
7
8
9
Issue / RevisionProfessional Seals
City of Courtenay
3222.0014.02 U05 ----
29 of 47
M. Nikolich
R. Mootoosamy
G. Smith
A 2017-05-12 DETAILED DESIGN 30%
B 2017-09-01 DETAILED DESIGN 60%
C 2018-01-26 DETAILED DESIGN 100%
D 2018-02-16 ISSUED FOR TENDER
NO
T F
OR
C
ON
ST
RU
CT
IO
N
-2.25%
10+145 10+150 10+155 10+160 10+165 10+170 10+175 10+180 10+185 10+190 10+195 10+200 10+205 10+210 10+215 10+220 10+225 10+230 10+235 10+240 10+245 10+250 10+255 10+260 10+265 10+270 10+275 10+280 10+285 10+290 10+295 10+300 10+305 10+310
122.7m @ 1.14% - 450mm PVC
SW
INV
22.
527
NE
INV
22.
381
NW
INV
23.
403
SW
INV
23.
034
NE
INV
23.
029
SE
INV
23.
328
40.4m @ 1.24% - 300mm PVC
10+
168.
7625
.540
D2
10+
209.
8724
.615
D3
122.7m @ 1.14% - 450mm PVC
EXISTING GROUND
5TH STREETDESIGN PROFILE
EXISTING GROUND
5TH STREETDESIGN PROFILE
EXISTING GROUND
5TH STREETDESIGN PROFILE
RAIN GARDEN SWALEDESIGN PROFILE (TYP.)
RAIN GARDEN SWALEDESIGN PROFILE (TYP.)
X
X
X
X
X
O/H
O/H
O
/H
O
/H
O
/H
O
/H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/H
O
/H
O
/H
O/HO/H
O/HO/H
O/HO/H O/H O/H O/H O/H O/H O/H O/H O/H
O/HO/H
O
/
H
O
/
H
O
/
H
O
/
H
D D D D D D D D D D D D D
| | | | | | |
SAWCUT (LIMIT OF CONSTRUCTION)
SAWCUT (LIMIT OF CONSTRUCTION)
SAWCUT (LIMIT OF CONSTRUCTION)
D2D3
300Ø PVC STM 450Ø PVC STM
200Ø PVC STM
200Ø PVC STM
2.5m
2.5m
REMOVE EX D2 ANDCAP AND ABANDON EX
200 STM
TIE TO EX D3 ANDCAP EXISTING
DOWNSTREAM200mm STM
REMOVEEXISTING MANHOLE
REMOVE EXISTINGCATCH BASIN AND
LEAD
REMOVE EXISTINGCATCH BASIN AND LEAD
REMOVEEXISTING
CATCHBASIN
AND LEAD
REMOVEEXISTING
MANHOLE
5TH STREET
K
IL
P
A
T
R
IC
K
A
V
E
N
U
E
L
E
IG
H
T
O
N
A
V
E
N
U
E
M
C
P
H
E
E
A
V
E
N
U
E
D D
D
D
DRIVEWAY CHANNELCROSSING
SEE DETAIL 4ON SHEET U09 (TYP.)
DRIVEWAY CHANNELCROSSING
REMOVE EXISTINGCATCH BASIN AND
LEAD
REMOVE EXISTINGCATCH BASIN ANDLEAD
LAWN DRAIN SEEDETAIL 2 ON
SHEET U09 (TYP.)RIM 26.026
INVERT 25.026
LAWN DRAINRIM 24.642INVERT 23.642
LAWN DRAINRIM 25.508INVERT 24.508
LAWN DRAINRIM 23.512INVERT 22.512
LAWN DRAINRIM 22.680
INVERT 21.680
LOT 9
PLAN VIP3661
LOT 10 LOT 11
PLAN VIP3661
LOT 12
PLAN VIP3661
LOT 13 LOT 14 LOT A
PLAN VIP2258 PLAN VIP289R
LOT 1
PLAN VIP79599 PLAN VIP2258
LOT 2PLAN VIP1392LOT 8
LOT 9
PLAN VIP1392
LOT 10
PLAN VIP1392
LOT 14LOT 15
PLAN VIP1392
LOT 16
PLAN VIP1392
P.PLAN VIP698PP
LOT 17
LOT 18
PERFORATED PIPE
PERFORATEDPIPE
PROPOSED CATCHBASIN - TIE INTOPROPOSED STORMMAIN WITH 200mmLEAD (TYP.)RIM 25.868INV. 25.068
REMOVE EXISTING MANHOLE
RAIN GARDENPERFORATED PIPE
CLEANOUT. SEEDETAIL 5 ON SHEET
U09 (TYP.)
RAIN GARDEN PERFORATEDPIPE CLEANOUT.
RAIN GARDEN PERFORATEDPIPE CLEANOUT
RAIN GARDEN PERFORATEDPIPE CLEANOUT
SEDIMENT BASINSEE DETAIL 3 ONSHEET U09 (TYP.)RIM 25.903
PROPOSED CATCH BASINRIM 25.057INV. 24.257
SEDIMENT BASINRIM 24.868
SEDIMENT BASINRIM 24.337
SEDIMENT BASINRIM 23.926
SEDIMENT BASINRIM 23.613
SEDIMENT BASINRIM 22.643
SEDIMENT BASINRIM 22.672
PROPOSED CATCHBASIN
RIM 23.603INV. 22.803
ABANDON AND CAP EXISTINGSTORM MAIN. ABANDONED MAINTO BE FILLED WITH FILLCRETEOR GROUT (TYP.)
PERFORATED PIPE, SEELANDSCAPE DETAIL 1ON SHEET L04 (TYP.)
FEBRUARY 16, 2018
ISSUED FOR
TENDER
ATTENTION SURVEY INFORMATION
This drawing is prepared for the sole use ofNo representations of any kind are made by Urban Systems Ltd. or its employeesto any party with whom Urban Systems Ltd. does not have a contract.WARNING
Utilities or structures shown on this drawing were compiled from informationsupplied by various parties and may not be complete or accurate. Expose andconclusively confirm the location in the field all underground utilities and structuresindicated on this drawing, all underground utilities in the area of the proposed workand any utilities or structures reasonably apparent from an inspection of theproposed work. Urban Systems Ltd. assumes no responsibility for loss or damagecaused by third party negligence or failure to comply with the above.
Prepared by: 3D GEOMATICSCoordinate System: NAD83(CSRS)Compilation Date: 2016-07-28
City of Courtenay5th Street Complete Street
DRAINAGE
Station 10+140 to 10+310
0
0
H
V
2.5m 2.5 5
0.25m 0.25 0.5
7.5
0.75
# Date
Project Number RevisionDrawing Number
Designed by
Drawn by
Quality Control by
Scale
Sheet Number
App
U:\P
ro
je
cts_
VA
N\3
22
2\0
01
4\0
2\D
-D
ra
ftin
g-D
esig
n-A
na
lysis\C
AD
\P
RO
D\S
ET
2
\U
02
-A
-3
22
20
01
40
2-D
RA
IN
AG
E.d
wg
, U
06
D
RA
IN
AG
E, 2
01
8-0
2-1
6 0
9:1
0 a
m cfe
hr
A B C D E F G H I J K L M N O P Q
1
2
3
4
5
6
7
8
9
A B C D E F G H I J K L M N O P Q
1
2
3
4
5
6
7
8
9
Issue / RevisionProfessional Seals
City of Courtenay
3222.0014.02 U06 ----
30 of 47
M. Nikolich
R. Mootoosamy
G. Smith
A 2017-05-12 DETAILED DESIGN 30%
B 2017-09-01 DETAILED DESIGN 60%
C 2018-01-26 DETAILED DESIGN 100%
D 2018-02-16 ISSUED FOR TENDER
NO
T F
OR
C
ON
ST
RU
CT
IO
N
0.36%0.36%
10+315 10+320 10+325 10+330 10+335 10+340 10+345 10+350 10+355 10+360 10+365 10+370 10+375 10+380 10+385 10+390 10+395 10+400 10+405 10+410 10+415 10+420 10+425 10+430 10+435 10+440 10+445 10+450 10+455 10+460 10+465 10+470 10+475 10+480
65.6m @ 1.78% - 450mm PVC
SW
INV
19.
807
SE
INV
19.
400
NW
INV
19.
400
SW
INV
20.
980
NE
INV
20.
975
10+
399.
7422
.802
D5
10+
333.
3622
.611
D4
EXISTING GROUND
5TH STREETDESIGN PROFILE
3.2m @ 1.05% - 300mm CONC
10+
411.
5222
.959
D6
RAIN GARDEN SWALEDESIGN PROFILE (TYP.)
NE
INV
20.
784
X
X
X
O/HO/H
O/HO/H
O/HO/H
O/HO/H O/H
O/H O/HO/H
O/HO/H
O/HO/H
O/HO/H O/H O/H O/H O/H O/H
O/H
O/H
O/H
O
/
H
O
/
H
O/H
O/H
D D D D D D D
| | | | | | | |
SAWCUT (LIMIT OF CONSTRUCTION)
SAWCUT (LIMIT OF CONSTRUCTION)
D5D4 450Ø PVC STM2.5m
HA
RM
ST
ON
AV
EN
UE
J
O
H
N
S
T
O
N
A
V
E
N
U
E
D
D D
LAWN BASINWITH 200 MAIN
LOT 11 LOT 10
PLAN VIP472B
LOT 9
PLAN VIP472B
LOT 8 LOT 7 LOT 6 LOT 5 LOT 1
PLAN VIP74608 PLAN EPP7883
PLAN VIP4906
LOT 4
BLOCK 6
LOT 3
PLAN VIP472B
LOT A
PLAN VIP87722
LOT 1
PLAN VIP4630
LOT 3
LOT 4LOT 3
BLOCK 5LOT 2
PLAN VIP472B
LOT 1LOT 1
D6
REMOVEEXISTINGCATCH BASINAND LEAD
REMOVE EXISTINGCATCH BASIN ANDLEAD
REMOVE EXISTING MANHOLE
REMOVE EXISTINGCATCH BASIN ANDLEAD
REMOVEEXISTING
CATCH BASINAND LEAD
REMOVEEXISTINGCATCH BASINAND LEAD
PROPOSEDCATCH BASIN - TIE
INTO EXISTINGSTORM MAIN
CURB CUTSEE DETAIL 1
ON SHEETU09 (TYP.)
LAWN DRAINRIM 22.539
INVERT21.539
REMOVE EX D9AND RECONNECTEX 600 STM TO D5
LOG CHECK DAM
LAWN DRAIN SEEDETAIL 2 ON
SHEET U09 (TYP.)RIM 22.538
INVERT 21.538
LAWN DRAINRIM 22.648
INVERT 21.648
LAWN DRAINRIM 22.629
INVERT 21.629
REMOVEEXISTING CB
AND LEAD
ABANDON AND CAP EXISTINGSTORM MAIN. ABANDONEDMAIN TO BE FILLED WITHFILLCRETE OR GROUT (TYP.)
PERFORATED PIPE,SEE LANDSCAPEDETAIL 1 ONSHEET L04 (TYP.)
RAIN GARDEN PERFORATEDPIPE CLEANOUT. SEE DETAIL 5ON SHEET U09 (TYP.)
REMOVE EX D11AND CONNECT EX300Ø STORM TO D6
PROPOSED CATCHBASIN -TIE INTOPROPOSED STORMMAIN WITH 200mmLEAD (TYP.)RIM 22.642INV. 21.842
PROPOSED CATCHBASINRIM 22.692INV. 21.892
SEDIMENT BASIN SEE DETAIL3 ON SHEET U09 (TYP.)RIM 22.545
SEDIMENT BASINRIM 22.496
SEDIMENT BASINRIM 22.600
SEDIMENTBASIN
RIM 22.609
SEDIMENT BASINRIM 22.647
RAIN GARDEN PERFORATED PIPE (TYP.)
LOG CHECK DAM. SEE LANDSCAPEDETAIL 2 ON SHEET L04 (TYP.)
RAIN GARDENPERFORATED PIPECLEANOUT
RAIN GARDENPERFORATED PIPECLEANOUT
PROPOSED CATCH BASINRIM 22.733INV. 21.933
PROPOSED CATCH BASINRIM 22.746INV. 21.946
SAWCUT (LIMIT OF CONSTRUCTION)
FEBRUARY 16, 2018
ISSUED FOR
TENDER
ATTENTION SURVEY INFORMATION
This drawing is prepared for the sole use ofNo representations of any kind are made by Urban Systems Ltd. or its employeesto any party with whom Urban Systems Ltd. does not have a contract.WARNING
Utilities or structures shown on this drawing were compiled from informationsupplied by various parties and may not be complete or accurate. Expose andconclusively confirm the location in the field all underground utilities and structuresindicated on this drawing, all underground utilities in the area of the proposed workand any utilities or structures reasonably apparent from an inspection of theproposed work. Urban Systems Ltd. assumes no responsibility for loss or damagecaused by third party negligence or failure to comply with the above.
Prepared by: 3D GEOMATICSCoordinate System: NAD83(CSRS)Compilation Date: 2016-07-28
City of Courtenay
0
0
H
V
2.5m 2.5 5
0.25m 0.25 0.5
7.5
0.75
5th Street Complete Street
DRAINAGE
Station 10+310 to 10+480
# Date
Project Number RevisionDrawing Number
Designed by
Drawn by
Quality Control by
Scale
Sheet Number
App
U:\P
ro
je
cts_
VA
N\3
22
2\0
01
4\0
2\D
-D
ra
ftin
g-D
esig
n-A
na
lysis\C
AD
\P
RO
D\S
ET
2
\U
02
-B
-3
22
20
01
40
2-D
RA
IN
AG
E.d
wg
, U
07
D
RA
IN
AG
E, 2
01
8-0
2-1
6 0
9:1
0 a
m cfe
hr
A B C D E F G H I J K L M N O P Q
1
2
3
4
5
6
7
8
9
A B C D E F G H I J K L M N O P Q
1
2
3
4
5
6
7
8
9
Issue / RevisionProfessional Seals
City of Courtenay
3222.0014.02 U07 ----
31 of 47
M. Nikolich
R. Mootoosamy
G. Smith
A 2017-05-12 DETAILED DESIGN 30%
B 2017-09-01 DETAILED DESIGN 60%
C 2018-01-26 DETAILED DESIGN 100%
D 2018-02-16 ISSUED FOR TENDER
NO
T F
OR
C
ON
ST
RU
CT
IO
N
0.40%
-3.55%
-2.75%
-0.71%
0.40%
-3.55%
-2.75%
-0.71%
10+485 10+490 10+495 10+500 10+505 10+510 10+515 10+520 10+525 10+530 10+535 10+540 10+545 10+550 10+555 10+560 10+565 10+570 10+575 10+580 10+585 10+590 10+595 10+600 10+605 10+610
SW
INV
18.
938
NE
INV
18.
917
10+
571.
6821
.182
D7
29.2m @ 0.74% - 300mm PVC
EXISTING GROUND
5TH STREETDESIGN PROFILE
10+
600.
9220
.817
D8
SW
INV
18.
703
NE
INV
18.
670
X
X
O/HO/H
O/HO/H O/H
O/HO/H
O/HO/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
| | | | |
SAWCUT (LIMIT OF CONSTRUCTION)
SAWCUT (LIMIT OF CONSTRUCTION)
5TH STREET
FIT
ZG
ER
ALD
AV
EN
UE
D D300Ø PVC STM
LOT A
PLAN EPP7597
PLAN EPP7883
LOT 1
PLAN VIP4919
LOT 2
PLAN VIP4919
PLAN VIP4906
LOT 6LOT 5
PLAN VIP4906
LOT 4
P.PLAN VIP36958P.PLAN VIP972PP
P.PLAN VIP68716
P.PLAN VIP68716
D7 D8
REMOVEEXISTING CB
AND LEAD
REPLACE EX D13 ANDRECONNECT EX PVC MAIN
REMOVEEXISTING CB
AND LEAD
REMOVEEXISTING CB
AND LEADPROPOSED CATCH BASIN -TIEINTO PROPOSED STORM MAINWITH 200mm LEAD (TYP.)RIM 22.230INV. 21.430
PROPOSED CATCH BASINRIM 22.233INV. 21.433
PROPOSED CATCH BASINRIM 21.331INV. 20.531
PROPOSED CATCH BASINRIM 21.330INV. 20.530
REMOVE EX 300 CONC STMAND REPLACE WITH PVC STM
FEBRUARY 16, 2018
ISSUED FOR
TENDER
ATTENTION SURVEY INFORMATION
This drawing is prepared for the sole use ofNo representations of any kind are made by Urban Systems Ltd. or its employeesto any party with whom Urban Systems Ltd. does not have a contract.WARNING
Utilities or structures shown on this drawing were compiled from informationsupplied by various parties and may not be complete or accurate. Expose andconclusively confirm the location in the field all underground utilities and structuresindicated on this drawing, all underground utilities in the area of the proposed workand any utilities or structures reasonably apparent from an inspection of theproposed work. Urban Systems Ltd. assumes no responsibility for loss or damagecaused by third party negligence or failure to comply with the above.
Prepared by: 3D GEOMATICSCoordinate System: NAD83(CSRS)Compilation Date: 2016-07-28
City of Courtenay5th Street Complete Street
DRAINAGE
Station 10+480 to 10+640
0
0
H
V
2.5m 2.5 5
0.25m 0.25 0.5
7.5
0.75
# Date
Project Number RevisionDrawing Number
Designed by
Drawn by
Quality Control by
Scale
Sheet Number
App
U:\P
ro
je
cts_
VA
N\3
22
2\0
01
4\0
2\D
-D
ra
ftin
g-D
esig
n-A
na
lysis\C
AD
\P
RO
D\S
ET
2
\U
02
-B
-3
22
20
01
40
2-D
RA
IN
AG
E.d
wg
, U
08
D
RA
IN
AG
E, 2
01
8-0
2-1
6 0
9:1
1 a
m cfe
hr
A B C D E F G H I J K L M N O P Q
1
2
3
4
5
6
7
8
9
A B C D E F G H I J K L M N O P Q
1
2
3
4
5
6
7
8
9
Issue / RevisionProfessional Seals
City of Courtenay
3222.0014.02 U08 ----
32 of 47
M. Nikolich
R. Mootoosamy
G. Smith
A 2017-05-12 DETAILED DESIGN 30%
B 2017-09-01 DETAILED DESIGN 60%
C 2018-01-26 DETAILED DESIGN 100%
D 2018-02-16 ISSUED FOR TENDER
NO
T F
OR
C
ON
ST
RU
CT
IO
N
FEBRUARY 16, 2018
ISSUED FOR
TENDER
ATTENTION SURVEY INFORMATION
This drawing is prepared for the sole use ofNo representations of any kind are made by Urban Systems Ltd. or its employeesto any party with whom Urban Systems Ltd. does not have a contract.WARNING
Utilities or structures shown on this drawing were compiled from informationsupplied by various parties and may not be complete or accurate. Expose andconclusively confirm the location in the field all underground utilities and structuresindicated on this drawing, all underground utilities in the area of the proposed workand any utilities or structures reasonably apparent from an inspection of theproposed work. Urban Systems Ltd. assumes no responsibility for loss or damagecaused by third party negligence or failure to comply with the above.
Prepared by: 3D GEOMATICSCoordinate System: NAD83(CSRS)Compilation Date: 2016-07-28
City of Courtenay
5th Street Complete Street
DRAINAGE DETAILS
AS SHOWN
# Date
Project Number RevisionDrawing Number
Designed by
Drawn by
Quality Control by
Scale
Sheet Number
App
U:\P
ro
je
cts_
VA
N\3
22
2\0
01
4\0
2\D
-D
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ftin
g-D
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n-A
na
lysis\C
AD
\P
RO
D\S
ET
2
\U
03
-D
RA
IN
AG
E D
ET
AIL
S.d
wg
, D
RA
IN
AG
E D
ET
AIL
S, 2
01
8-0
2-1
6 0
9:1
1 a
m cfe
hr
A B C D E F G H I J K L M N O P Q
1
2
3
4
5
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7
8
9
A B C D E F G H I J K L M N O P Q
1
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8
9
Issue / RevisionProfessional Seals
City of Courtenay
3222.0014.02 U09
33 of 47
D. Simpson
T. Lutic
G. Smith
A 2017-05-12 DETAILED DESIGN 30%
B 2017-09-01 DETAILED DESIGN 60%
C 2018-01-26 DETAILED DESIGN 100%
D 2018-02-16 ISSUED FOR TENDER
NO
T F
OR
C
ON
ST
RU
CT
IO
N