CITY OF NANAIMO · 2019-09-05 · sta 0+00 to 1+145 1:250 1:100 02 07 5220.01.c540 23580 mjy mjy...
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36315 EPP51283 3805RW 3330RW 1+995 2+000 2+020 2+040 2+060 2+080 2+100 2+120 2+140 2+160 2+180 2+200 2+220 2+240 2+260 2+280 VIP63543 2539RW -0+005 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+420 AV FO CITY OF NANAIMO T H E H A R B O U R C I T Y NTS SHEET 02 SHEET 03 LOCATION PLAN SHEET No. DRAWING No. PROJECT TITLE 05 23583 CALDER ROAD WATERMAIN REPLACEMENT WATERMAIN PLAN AND PROFILE STA 2+00 TO 2+180 06 23584 CALDER ROAD WATERMAIN REPLACEMENT WATERMAIN PLAN AND PROFILE STA 2+180 TO 2+280 07 23585 CALDER ROAD WATERMAIN REPLACEMENT GRADING PLAN AT CALDER ROAD ENTRANCE FOR 2201 JINGLE POT ROAD GENERAL NOTES: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF NANAIMO MANUAL OF ENGINEERING STANDARDS AND SPECIFICATIONS (MoESS). 2. ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND SHOULD BE CONFIRMED BY USE OF A PIPE LOCATOR AND MANUAL DIGGING. ALL OR ANY STRUCTURES NOT NECESSARILY SHOWN. 3. COORDINATES ARE GROUND LEVEL (UTM NAD 83 WITH COMBINED SCALE FACTOR OF 1/0.99965) AND ALL ELEVATIONS ARE TO GEODETIC DATUM. 4. LOCATION OF SERVICE CONNECTIONS TO BE DETERMINED ON SITE UNLESS SHOWN OTHERWISE. 5. ANY ALTERNATIVES TO SPECIFIED MATERIALS OR APPURTENANCES TO BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE LOCATIONS OF EXISTING SERVICES ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. EXISTING AND PROPOSED SERVICES MAY REQUIRE ADJUSTMENT WHERE A CONFLICT OCCURS. THE ENGINEER SHALL BE NOTIFIED OF ANY CONFLICT. 7. TRENCHING DETAIL TO BE AS CITY OF NANAIMO STANDARD DWG T-1. TRAVELED AREA BACKFILL TO BE IMPORTED GRANULAR MATERIAL COMPACTED TO MINIMUM 95% MODIFIED PROCTOR, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 8. ASPHALT RESTORATION TO BE AS CITY OF NANAIMO STANDARD DWG T-4 OR T-4A PERMANENT PAVEMENT RESTORATION. 9. ALL DISTURBED SURFACES TO BE RESTORED TO EXISTING CONDITION OR BETTER. WATERMAIN NOTES: 1. MINIMUM COVER OVER WATERMAIN TO BE 1.20 METERS. 2. EXISTING PIPE TO BE ABANDONED IN PLACE ONCE EXISTING WATERMAIN IS DECOMMISSIONED OR AS APPROVED BY THE ENGINEER. 3. ALL WATERMAIN JOINTS WITHIN 3.0m HORIZONTAL OR 0.45m VERTICAL OF SANITARY OR STORM DRAIN MAINS TO BE PROTECTED BY SHRINK WRAP OR PETROLEUM TAPE. 4. KING ROAD WATERMAIN WORKING PRESSURE IS 958 kPa (139 psi) AND WATERMAIN TEST PRESSURE IS 1437 kPa (208 psi). 5. CALDER ROAD WATERMIAN WORKING PRESSURE IS 848 kPa (123 psi) AND WATERMAIN TEST PRESSURE IS 1272 kPa (185 pis). 6. PRESSURE TESTS, CHLORINATION AND BACTERIOLOGICAL TESTING TO CITY OF NANAIMO STANDARD SPECIFICATIONS. 7. MAXIMUM JOINT DEFLECTION TO BE 1°. CALDER ROAD KEY PLAN 1:1000 KING ROAD KEY PLAN 1:1000 KING ROAD WATERMAIN REPLACEMENT AND CALDER ROAD WATERMAIN REPLACEMENT SHEET No. DRAWING No. PROJECT TITLE 01 23579 KING ROAD WATERMAIN REPLACEMENT COVER SHEET KEY PLAN, LOCATION PLAN 02 23580 KING ROAD WATERMAIN REPLACEMENT WATERMAIN PLAN AND PROFILE STA 0+00 TO 0+145 03 23581 KING ROAD WATERMAIN REPLACEMENT WATERMAIN PLAN AND PROFILE STA. 0+145 TO 0+310 04 23582 KING ROAD WATERMAIN REPLACEMENT WATERMAIN PLAN AND PROFILE STA 0+310 TO 0+420 KING ROAD SALMON RD JINGLE POT RD ISLAND PARKWAY CALDER ROAD ELENA RD ARBOT RD JINGLE POT ROAD SHEET 04 SHEET 05 SHEET 06 SHEET 07 SHEET 08 WARBLER PL ARBOT RD WEAVER RD HARWELL RD WREN PL SALMON RD FRANKIES PL WESTWOOD RD KATHRYN PL HARWELL RD ADDERLY RD JINGLE POT RD WOODTHRUSH PL ISLAND PARKWAY JINGLE POT RD CADBORO PL COAL TYEE TR CALDER RD KING RD KING ROAD PROJECT LOCATION CALDER ROAD PROJECT LOCATION I S S U E D F O R T E N D E R Sheet of T:\DESIGN\117\03 DRAWINGS\01 CURRENT\540-KINGCALDER WM 8.9.2019 CoN Dwg No. Eng File No. Consultant Dwg No. 23579 5220.01.C540 07 01 SALMON RD
Transcript of CITY OF NANAIMO · 2019-09-05 · sta 0+00 to 1+145 1:250 1:100 02 07 5220.01.c540 23580 mjy mjy...
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CITY OF NANAIMOT H E H A R B O U R C I T Y
NTS
SHEET 02
SHEET 03
LOCATION PLAN
SHEET No. DRAWING No. PROJECT TITLE
05 23583 CALDER ROAD WATERMAIN REPLACEMENT WATERMAIN PLAN AND PROFILE
STA 2+00 TO 2+180
06 23584 CALDER ROAD WATERMAIN REPLACEMENT WATERMAIN PLAN AND PROFILE
STA 2+180 TO 2+280
07 23585 CALDER ROAD WATERMAIN REPLACEMENT GRADING PLAN AT CALDER ROAD ENTRANCE
FOR 2201 JINGLE POT ROAD
GENERAL NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF NANAIMO MANUAL OF
ENGINEERING STANDARDS AND SPECIFICATIONS (MoESS).
2. ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY
AND SHOULD BE CONFIRMED BY USE OF A PIPE LOCATOR AND MANUAL DIGGING. ALL OR
ANY STRUCTURES NOT NECESSARILY SHOWN.
3. COORDINATES ARE GROUND LEVEL (UTM NAD 83 WITH COMBINED SCALE FACTOR OF
1/0.99965) AND ALL ELEVATIONS ARE TO GEODETIC DATUM.
4. LOCATION OF SERVICE CONNECTIONS TO BE DETERMINED ON SITE UNLESS SHOWN
OTHERWISE.
5. ANY ALTERNATIVES TO SPECIFIED MATERIALS OR APPURTENANCES TO BE APPROVED BY
THE CITY ENGINEER PRIOR TO CONSTRUCTION.
6. THE LOCATIONS OF EXISTING SERVICES ARE APPROXIMATE AND SHALL BE CONFIRMED IN
THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. EXISTING AND PROPOSED
SERVICES MAY REQUIRE ADJUSTMENT WHERE A CONFLICT OCCURS. THE ENGINEER SHALL
BE NOTIFIED OF ANY CONFLICT.
7. TRENCHING DETAIL TO BE AS CITY OF NANAIMO STANDARD DWG T-1. TRAVELED AREA
BACKFILL TO BE IMPORTED GRANULAR MATERIAL COMPACTED TO MINIMUM 95% MODIFIED
PROCTOR, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
8. ASPHALT RESTORATION TO BE AS CITY OF NANAIMO STANDARD DWG T-4 OR T-4A
PERMANENT PAVEMENT RESTORATION.
9. ALL DISTURBED SURFACES TO BE RESTORED TO EXISTING CONDITION OR BETTER.
WATERMAIN NOTES:
1. MINIMUM COVER OVER WATERMAIN TO BE 1.20 METERS.
2. EXISTING PIPE TO BE ABANDONED IN PLACE ONCE EXISTING WATERMAIN IS
DECOMMISSIONED OR AS APPROVED BY THE ENGINEER.
3. ALL WATERMAIN JOINTS WITHIN 3.0m HORIZONTAL OR 0.45m VERTICAL OF SANITARY OR
STORM DRAIN MAINS TO BE PROTECTED BY SHRINK WRAP OR PETROLEUM TAPE.
4. KING ROAD WATERMAIN WORKING PRESSURE IS 958 kPa (139 psi) AND WATERMAIN TEST
PRESSURE IS 1437 kPa (208 psi).
5. CALDER ROAD WATERMIAN WORKING PRESSURE IS 848 kPa (123 psi) AND WATERMAIN TEST
PRESSURE IS 1272 kPa (185 pis).
6. PRESSURE TESTS, CHLORINATION AND BACTERIOLOGICAL TESTING TO CITY OF NANAIMO
STANDARD SPECIFICATIONS.
7. MAXIMUM JOINT DEFLECTION TO BE 1°.
CALDER ROAD KEY PLAN
1:1000
KING ROAD KEY PLAN
1:1000
KING ROAD WATERMAIN REPLACEMENT AND
CALDER ROAD WATERMAIN REPLACEMENT
SHEET No. DRAWING No. PROJECT TITLE
01 23579 KING ROAD WATERMAIN REPLACEMENT COVER SHEET
KEY PLAN, LOCATION PLAN
02 23580 KING ROAD WATERMAIN REPLACEMENT WATERMAIN PLAN AND PROFILE
STA 0+00 TO 0+145
03 23581 KING ROAD WATERMAIN REPLACEMENT WATERMAIN PLAN AND PROFILE
STA. 0+145 TO 0+310
04 23582 KING ROAD WATERMAIN REPLACEMENT WATERMAIN PLAN AND PROFILE
STA 0+310 TO 0+420
KING ROAD
SA
LM
ON
R
D
JIN
GLE
P
OT
R
D
I
S
L
A
N
D
P
A
R
K
W
A
Y
CALDER ROAD
ELE
NA
R
D
AR
BO
T R
D
J
IN
G
L
E
P
O
T
R
O
A
D
SHEET 04
SHEET 05
SHEET 06
SHEET 07
SHEET 08
WA
RB
LE
R P
L
ARBOT RD
WE
AV
ER
R
D
HA
RW
ELL R
D
WREN PL
SALMON RD
FRANKIES PL
W
E
S
T
W
O
O
D
R
D
KA
TH
RY
N P
L
H
A
R
W
E
L
L
R
D
AD
DE
RL
Y R
D
JIN
G
L
E
P
O
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WOODTHRUSH PL
I
S
L
A
N
D
P
A
R
K
W
A
Y
J
I
N
G
L
E
P
O
T
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D
CADBORO PL
COAL TYEE TR
CA
LD
ER
R
D
KIN
G R
D
KING ROAD
PROJECT LOCATION
CALDER ROAD
PROJECT LOCATION
I S S U E D F O R
T E N D E R
Sheet of
T:\DESIGN\117\03 DRAWINGS\01 CURRENT\540-KINGCALDER WM
8.9.2019
CoN Dwg No.
Eng File No.
Consultant
Dwg No.
23579
5220.01.C540
0701
SA
LM
ON
R
D
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
EX 250∅ CSP STMINV:±91.80
EX 200∅ PVC SANINV:±88.60
INVERT AT "WYE DEFLECT
JOINT" = ± 91.01
FROM NEWCASTLE DWG
1098-001-03
INVERT AT "45° BEND
DEFLECT JOINT" = ± 88.66
FROM NEWCASTLE DWG
1098-001-03
-0+
015
-0+
010
0+
000
0+
010
0+
020
0+
030
0+
040
0+
050
0+
060
0+
070
0+
080
0+
090
0+
100
0+
110
0+
120
0+
130
0+
140
GA
S C
RO
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IN
G
GA
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GA
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G
SA
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VIC
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SA
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ER
VIC
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SA
N S
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VIC
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SA
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ER
VIC
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0+
140.80
97.32
BE
ND
&
VE
RT
D
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LE
CT
0+
098.74
91.01
TIE
-IN
, 5° B
EN
D
HO
RIZ
D
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LE
CT
0+
068.46
88.66
TIE
-IN
&
VE
RT
D
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LE
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0+
050.46
149.34
VE
RT
D
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LE
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0+
016.00
85.81
HY
DR
AN
T T
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0+
012.95
85.66
BE
ND
0+
008.74
85.46
BE
ND
0+
006.18
85.35
TIE
-IN
EX SMH
6229
RIM
=9
1.0
2±
2
0
0
Ø
P
V
C
200Ø
P
V
C
96
97
98
99
100
101
102
95
94
93
92
91
90
89
88
87
86
85
34.5m - 200Ø PVC DR14 WM @ 4.9%18.0m - 200Ø PVC DR14 WM @ 6.4%
3.0m - 200Ø PVC
DR14 WM @ 4.9%
6.1m - 200Ø PVC
DR14 WM @ 4.9%
2.6m - 200Ø PVC
DR14 WM @ 4.9%
42.0m - 200Ø PVC DR14 WM @ 15.0% 30.3m - 200Ø PVC DR14 WM @ 7.8%
S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
A
L
M
O
N
R
D
200Ø PVC
200Ø PVC
D
D
D
D
D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
450Ø
C
M
P
525Ø CP
3
0
0
Ø
P
V
C
2
5
0
Ø
D
I
150Ø AC
179 KING ROAD
L 2 PL 2071
189 KING ROAD
L 3 PL 2071
176 KING ROAD
L 4 PL 39125
180 KING ROAD
L 5 PL 39125
184 KING ROAD
L 6 PL 39125
191 KING ROAD
L 25 PL 1527
188 KING ROAD
L 7 PL 39125
196 KING ROAD
L 29 PL 1527
195 KING ROAD
L 24 PL 1527
OIP
PP
A
A
SIC
WM
SMH
OIP
SIC
WM
PP
A
WV
FH
WM
TS
LS
CBG
IRR
DMH
WV
WV
WV
SMH
SIGN
SIGN
CBG
DMH
SIC
WM
X
A
S
P
C
U
R
B
ASP CURBASP CURB
ASP D/W
ASP D/W
ASP D/W
ASP D/W
GRVL
525Ø CP
150Ø AC
150Ø AC
WM
F
RO
M
SE
RV
IC
E R
EC
OR
D
SAN & STM SERVICE
FROM REAR EASEMENT
ELE
CT
SIC
F
RO
M
SE
RV
IC
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EC
OR
D
DISCONNECTED
SAN & STM SERVICE
FROM REAR EASEMENT
DIS
CO
NN
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TE
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M
FR
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S
ER
VIC
E R
EC
OR
D
MoT OWNED
NO SERVICING REQ'D
MoT OWNED
NO SERVICING REQ'D
MoT OWNED
NO SERVICING REQ'D
MoT OWNED
NO SERVICING REQ'D
MoT OWNED
NO SERVICING REQ'D
DISCONNECTED
SAN & STM SERVICE
FROM REAR EASEMENT
DIS
CO
NN
EC
TE
D W
M
FR
OM
S
ER
VIC
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EC
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D
NO
M
ET
ER
NO SAN & STM
SERVICE RECORD
WM
F
RO
M
SE
RV
IC
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EC
OR
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F
RO
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SE
RV
IC
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FR
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VIC
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NO SAN & STM
SERVICE RECORD
NO STM ON RECORD
NO STM ON RECORD
150Ø AC
-0+005
0+000
0+020
0+040
0+060
0+080
0+1000+1200+140
NO STM ON RECORD
450Ø
CM
P
2
5
0
Ø
C
M
P
W
W
W
W
W
W
W
W
W
W
INVERT AT "WYE
DEFLECT JOINT" = ± 91.01
FROM NEWCASTLE DWG
1098-001-03
INVERT AT "45° BEND
DEFLECT JOINT" = ± 88.66
FROM NEWCASTLE DWG
1098-001-03
WATER SERVICES FOR SUBDIVISION
WILL COME FROM WATERMAIN
INSTALLED FOR THE DEVELOPMENT
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6
0
D
P
/P
E
42DP/PE
42DP/PE
G
G
G
G
G
G
16D
P/P
E
16D
P/P
E
16D
P/P
E
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TELUS UNDERGROUND DUCT GOES
EAST - WEST ALONG THE SOUTH
SIDE OF JINGLE. PROCURE
RECORD DRAWINGS FROM TELUS IF
REQ'D
525Ø C
P
C
O
N
C
L
IN
E
D
D
IT
C
H
WV
CBR
CBG
CBG
LS
SIGN
WM
D
D
D
CONC S/W
CCG
W
W
W
W
W
W
W
W
W
W
W
W
150Ø PVC
KING RD
WATER METER ASSESSMENT
ADDRESS
UPGRADE
METER
EXISTING SERVICE
SIZE (mm) AND TYPE
BOX TYPE
REPLACE
BOX
METER
DEPTH (mm)
ADJUST
DEPTH
COMMENTS
MOVE IN FRONT OF HEDGE179 KING ROAD YES 20 CU PLASTIC YES 450 NO MOVE IN FRONT OF HEDGE
189 KING ROAD YES 20 CU PLASTIC YES 600 YES RELOCATE BOX
195 KING ROAD NO 20 CU PLASTIC YES 450 NO
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
T:\D
ES
IG
N\117\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\540-K
IN
GC
ALD
ER
W
M8.9.2019
Date
Seal
KING ROAD WATERMAIN REPLACEMENT
WATERMAIN PLAN AND PROFILE
STA 0+00 TO 1+145
1:250 1:100
0207
5220.01.C540
23580
MJY
MJY
CDL
CDL
2018-02-22
2018-02-22
2019-01-08
2019-01-08
WATERMAIN
ELEVATIONS
℄ WATERMAIN
STATIONING
I S S U E D F O R
T E N D E R
MA
TC
HL
IN
E 0
+1
40
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HT
0
3
90H6381 IN FRONT OF
2184 JINGLE POT RD
EL: 95.740
98H2197 SE CORNER OF ISLAND
PARKWAY & THIRD ST
EL: 83.594
92H0728 CALDER & ARBOT
EL: 119.642
0
1:250
15m5
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
1 2018-07-06 MJY 50% DESIGN CDL
NOTE:
2.5x EXAGGERATION
NOTE:
EXISTING 150Ø AC WATERMAIN
ELEVATIONS NOT AVAILABLE
FROM RECORD DRAWINGS
NOTE:LANDSCAPE RESTORATION TO BE COMPLETED BYOTHERS. CONTRACTOR TO LEAVE ALL PROPOSEDOR DISTURBED LANDSCAPING AREAS 100mmBELOW FINISHED GRADE
25∅ PE WATER SERVICE,AS PER CoN STD W-1,TYPICAL UNO
FOR EXTENT OF WATER METER REPLACEMENT,
REFER TO WATER METER ASSESSMENT TABLE,
THIS DWG
HYDRANT ASSEMBLY
AS PER CoN STD W-5
PLUG & ABANDON
EX 150Ø AC WM
200Ø PVC WM
200Ø PVC WM
8.6
6
8.1
2
CAUTION:GAS CROSSING
CAUTION:GAS CROSSING
LOCATE EX 200∅ - 45° BENDPRIOR TO CONSTRUCTION
REMOVE EXISTING FITTINGS& CONNECT TO EX 200∅ PVCWITH 200∅ - 5° VERTICALBEND, HxH, AND COUPLING.RESTRAIN FITTINGS.
REMOVE EXISTING FITTINGS &CONNECT TO EXISTING VALVE
PLUG & ABANDON
EX 150Ø PVC WM
PLUG & ABANDON
EX 150Ø PVC WM
EXTEND EXISTING 450Ø & 100Ø PVC
3.0m BEYOND NEW HYDRANT,
c/w SANDBAG HEADWALLS
AS PER CoN STD W-7
200Ø GATE VALVE, FxH
200Fx200Hx150F
HYDRANT TEE, c/w
THRUSTBLOCK AND
JOINT RESTRAINTS 6m
IN ALL DIRECTIONS
CONNECT TO EXISTING 150Ø AC WM WITH:
2 - 200Ø PVC, LENGTH TO SUIT
2 - 200Ø - 45° BENDS, HxH, c/w THRUSTBLOCKS
1 - 200Ø x 150Ø REDUCER
1 - 150Ø LENGTH TO SUIT
1 - 150Ø COUPLER
RESTRAIN ALL FITTINGS BACK TO HYDRANT TEE
TRENCH DAM AS PER CoN STD T-8,
10m SPACING AS SHOWN
100Ø PVC
TRENCH DRAIN
DAYLIGHT TRENCH DRAIN
INTO EXISTING DITCH, c/w
SANDBAG HEADWALL
EXISTING
GROUND
SAW-CUT EXIST ASPHALT REMOVE& DISPOSE OFF-SITE.PAVEMENT RESTORATION WITH 50mmHOT-MIX ASPHALT TO CoN STD T-4
PIPE CLASS
DR14
PIPE CLASS
DR18
WRAP WATERMAIN JOINTS FOR 3.0mBOTH SIDES OF CULVERT CROSSING
FOR RAISING OF WATER METER, SEE DETAIL ON SHEET 04
CONNECT TRENCH DRAIN
INTO EXISTING 250Ø CMP
NOTE:CITY OF NANAIMO FORCES CONNECTED THE WATERMAINFOR THE WORK PERFORMED DURING THE SUBDIVISION OF191 SALMON ROAD TO AN EXISTING 150∅ PVC WATERMAIN.NO 150∅ PVC WATERMAIN IS NOTED IN ANY CITY OFNANAIMO RECORD DRAWING FOR KING ROAD FROMSALMON ROAD NORTHWARD TO END OF CUL-DE-SAC.
PRIOR TO CONSTRUCTION,CONTRACTOR TO VERIFY THAT THEEXISTING ACTIVE WATERMAIN IS150∅ AC AT THE TIE-IN LOCATION.REPORT ANY DISCREPANCIES TOTHE ENGINEER
2 2019-01-15 MJY ISSUED FOR VIHA PERMIT AND 95% DESIGN CDL
3 2019-03-27 MJY 100% DESIGN CDL
100Ø PVC
TRENCH DRAIN
4 2019-08-09 MJY ISSUED FOR TENDER CDL
EX 500∅ CSP STMINV:±103.93
EX 250∅ CSP STMINV:±109.73
GA
S C
RO
SS
IN
G
SA
N S
ER
VIC
E
SA
N S
ER
VIC
E
SA
N S
ER
VIC
E
WA
TE
R S
ER
VIC
E
WA
TE
R S
ER
VIC
E
EX VALVE
INV:±108.03
EX SMH
6226
RIM
=1
07
.4
8±
2
0
0
Ø
P
V
C
2
0
0
Ø
P
V
C
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
119
120
118
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
119
120
118
S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
KING RD
200Ø PVC
200Ø PVC
D
D
D
D
D
D
DD
D
D
D
D
D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
150Ø AC
198 KING ROAD
L 30 PL 1527
199 KING ROAD
L 23 PL 1527
205 KING ROAD
L 22 PL 1527
206 KING ROAD
L 31 PL 1527
225 KING ROAD
L 21 PL 1527
236 KING ROAD
L 33 PL 1527
235 KING ROAD
L 20 PL 1527
SIC
WM
PP
SMH
FH
CBR
WM
PILLAR
PP
WM
WM
PP
A
SMH
WM
CBR
WM
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ASP CURBASP CURB
ASP CURB
ASP CURB
ASP CURB
ASP CURB
GRVL D/W
ASP D/W
ASP D/W
ASP D/W
ASP D/W
GRVL D/W
ASP D/W
CO
NC
W
ALL
400 BO
X C
ULV
500Ø
CM
P
500Ø C
MP
4
0
0
Ø
C
M
P
400Ø CMP
300Ø CONC
5
0
0
Ø
C
M
P
SAN SERVICE
FROM REAR
EASEMENT
NO STM ON RECORD
WM
F
RO
M
SE
RV
IC
E R
EC
OR
D
SIC
F
RO
M S
ER
VIC
E
RE
CO
RD
("O
FF
R
T
CO
RN
ER
O
F F
PL")
SAN SERVICE UNKNOWN
FROM RECORD
NO STM ON RECORD
SIC
F
RO
M
SE
RV
IC
E R
EC
OR
D
NO SAN & STM
SERVICE RECORD
NO STM ON RECORD
NO STM ON RECORD
NO STM ON RECORD
NO SAN & STM
SERVICE RECORD
0+1400+1600+1800+2000+2200+240
0+260
0+280
0+300
WV
450Ø CMP
3
0
0
Ø
C
O
N
C
2
5
0
Ø
C
M
P
2
5
0
Ø
C
M
P
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
42DP/PE
42DP/PE
G
G
16D
P/P
E
G
G
16D
P/P
E
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
KING RD
0+
150
0+
160
0+
170
0+
180
0+
190
0+
200
0+
210
0+
220
0+
230
0+
240
0+
250
0+
260
0+
270
0+
280
0+
290
0+
300
0+
310
0+
306.00
132.15
VE
RT
IC
AL
& H
OR
IZ
D
EF
LE
CT
0+
254.00
118.62
HO
RIZ
D
EF
LE
CT
0+
218.00
109.26
5° V
ER
TIC
AL B
EN
D
0+
212.80
108.46
HY
DR
AN
T T
EE
72.0m - 200Ø PVC DR18 WM @ 15.5%
5.2m - 200Ø PVC
DR18 WM @ 4.9%
36.0m - 200Ø PVC DR18 WM @ 26.6%52.0m - 200Ø PVC DR18 WM @ 26.0%
EX 250∅ CSP STMINV:±125.44
GA
S C
RO
SS
IN
G
SA
N S
ER
VIC
E
WA
TE
R S
ER
VIC
E
EX SMH
6255
RIM
=1
28
.8
1±
2
0
0
Ø
P
V
C
2
0
0
Ø
P
V
C
114
115
116
117
119
120
121
122
123
124
125
126
127
118
128
129
130
131
132
133
134
135
136
137
138
114
115
116
117
119
120
121
122
123
124
125
126
127
118
128
129
130
131
132
133
134
135
136
137
138
198 KING ROAD YES 20 CU PLASTIC YES 450 NO
199 KING ROAD YES 20 CU PLASTIC YES 450 NO
205 KING ROAD YES 20 CU PLASTIC YES 300 YES
206 KING ROAD YES 20 CU PLASTIC YES 450 NO
225 KING ROAD YES 20 CU PLASTIC YES 300 YES RELOCATE BOX
235 KING ROAD YES 20 CU PLASTIC YES 300 YES
236 KING ROAD YES 20 CU PLASTIC YES 300 YES MOVE FROM BEHIND HEDGE
WATER METER ASSESSMENT
ADDRESS
UPGRADE
METER
EXISTING SERVICE
SIZE (mm) AND TYPE
BOX TYPE
REPLACE
BOX
METER
DEPTH (mm)
ADJUST
DEPTH
COMMENTS
MOVE IN FRONT OF HEDGE
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
T:\D
ES
IG
N\117\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\540-K
IN
GC
ALD
ER
W
M8.9.2019
Date
Seal
KING ROAD WATERMAIN REPLACEMENT
WATERMAIN PLAN AND PROFILE
STA 0+145 TO 0+310
1:250 1:100
0307
5220.01.C540
23581
MJY
MJY
CDL
CDL
2018-02-22
2018-02-22
2019-01-08
2019-01-08
WATERMAIN
ELEVATIONS
℄ WATERMAIN
STATIONING
I S S U E D F O R
T E N D E R
MA
TC
HL
IN
E 0
+3
10
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HT
0
4
90H6381 IN FRONT OF
2184 JINGLE POT RD
EL: 95.740
98H2197 SE CORNER OF ISLAND
PARKWAY & THIRD ST
EL: 83.594
92H0728 CALDER & ARBOT
EL: 119.642
0
1:250
15m5
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
1 2018-07-06 MJY 50% DESIGN CDL
NOTE:
2.5x EXAGGERATION
NOTE:
EXISTING 150Ø AC WATERMAIN
ELEVATIONS NOT AVAILABLE
FROM RECORD DRAWINGS
MA
TC
HL
IN
E 0
+1
40
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HT
0
2
SAW-CUT EXIST ASPHALT REMOVE& DISPOSE OFF-SITE.PAVEMENT RESTORATION WITH 50mmHOT-MIX ASPHALT TO CoN STD T-4
200Ø GATE VALVE, FxH
REMOVE EXIST HYDRANT,
CLOSE VALVE & REMOVE
NELSON BOX
WRAP WATERMAIN JOINTS FOR 3.0mBOTH SIDES OF CULVERT CROSSING
ABANDON EXISTING150∅ AC WM
CAUTION:GAS CROSSING
CAUTION:GAS CROSSING
REMOVE EXISTING 400Ø CSP CULVERT
AND INSTALL NEW HYDRANT CROSSING
AS PER CoN STD W-7
REMOVE EXISTING HEADWALL AND
INSTALL NEW SANDBAG HEADWALL
FOR EX 250Ø CSP & NEW 100Ø PVC
TRENCH DRAIN
NOTE:LANDSCAPE RESTORATION TO BE COMPLETED BYOTHERS. CONTRACTOR TO LEAVE ALL PROPOSEDOR DISTURBED LANDSCAPING AREAS 100mmBELOW FINISHED GRADE
200Ø PVC WM
200Ø PVC WM
WRAP WATERMAIN JOINTS FOR 3.0mBOTH SIDES OF CULVERT CROSSING
WRAP WATERMAIN JOINTS FOR 3.0mBOTH SIDES OF CULVERT CROSSING
25∅ PE WATER SERVICE,AS PER CoN STD W-1,TYPICAL UNO
FOR EXTENT OF WATER METER REPLACEMENT,
REFER TO WATER METER ASSESSMENT TABLE,
THIS DWG
TRENCH DAM AS PER CoN STD T-8,
10m SPACING AS SHOWN
100Ø PVC
TRENCH DRAIN
TRENCH DAM AS PER CoN STD T-8,
10m SPACING AS SHOWN
100Ø PVC
TRENCH DRAIN
EXISTING
GROUND
EXISTING
GROUND
200Fx200Hx150F HYDRANT TEE, c/w
THRUSTBLOCK AND JOINT
RESTRAINTS 6m IN ALL DIRECTIONS
200Ø - 5° VERTICAL
BEND, HxH
9.4
0
10
.8
6
FOR RAISING OF WATER METER, SEE DETAIL ON SHEET 04
2 2019-01-15 MJY ISSUED FOR VIHA PERMIT AND 95% DESIGN CDL
3 2019-03-27 MJY 100% DESIGN CDL
4 2019-08-09 MJY ISSUED FOR TENDER CDL
FO
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
150Ø P
VC
200Ø P
VC
D
D
D
D
D
D
D
D
D
D
D
D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
V
IP
6
3
5
4
3
2539R
W
150Ø
PV
C
235 KIN
G R
OAD
L 20 P
L 1527
245 KIN
G R
OAD
L 19 P
L 1527
246 KIN
G R
OAD
L 34 P
L 1527
251 KIN
G R
OAD
L 18 P
L 1527
256 KIN
G R
OAD
L 35 P
L 1527
266 KIN
G R
OAD
L 36 P
L 1527
261 KIN
G R
OAD
L 17 P
L 1527
WM
PP
WM
SIC
WV
WM
FH
WM
SMH
SIC
CBR
SIC
WM
SMH
WM
A
PP
WM
X
X
X
500Ø CMP
ASP CURB
ASP CURB
G
R
V
L
D
/
W
A
S
P
D
/
W
AS
P D
/W
GR
VL D
/W
AS
P D
/W
AS
P D
/W
AS
P D
/W
CO
NC
W
ALL
400 BOX CULV
300Ø CMP
500Ø CMP
300Ø CMP?
3
0
0
Ø
P
V
C
NO
STM
ON
RE
CO
RD
NO
SA
N &
STM
SE
RV
ICE
RE
CO
RD
SIC
F
RO
M S
ER
VIC
E
RE
CO
RD
S
TA
TE
S
"O
FF
LT
C
OR
NE
R
NE
AR
F
PL"
SIC
F
RO
M S
ER
VIC
E
RE
CO
RD
S
TA
TE
S
"F
RO
M LT
C
OR
NE
R
NE
AR
F
PL"
NO
STM
ON
RE
CO
RD
NO
STM
ON
RE
CO
RD
NO
STM
ON
RE
CO
RD
NO
STM
ON
RE
CO
RD
NO
STM
ON
RE
CO
RD
SIC
F
RO
M
SE
RV
IC
E R
EC
OR
D
150Ø
PV
C
150Ø
AC
0+3200+3400+3600+3800+4000+4200+420
AV
236 KIN
G R
OAD
L 33 P
L 1527
NO
SA
N &
STM
SE
RV
ICE
RE
CO
RD
FO
KIN
G R
D
SA
N S
ER
VIC
E
WA
TE
R S
ER
VIC
E
WA
TE
R S
ER
VIC
E
2
0
0
Ø
P
V
C
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
0+
310
0+
320
0+
330
0+
340
0+
350
0+
360
0+
370
0+
380
0+
390
0+
400
0+
410
0+
420
0+
414.00
149.34
0+
372.00
143.33
0+
342.00
139.36
0+
306.00
132.15
36.0m - 200Ø PVC DR18 WM @ 20.0%30.0m - 200Ø PVC DR18 WM @ 13.2%42.0m - 100Ø PVC DR18 WM @ 14.3%
300 PVC STM
UNKNOWN SIZE
LOCT'N & DEPTH
EX 500Ø CSP STM
INV:±150.10
SA
N S
ER
VIC
E
WA
TE
R S
ER
VIC
E
WA
TE
R S
ER
VIC
E
EX VALVE
INV:±142.85
EX SMH
6256
RIM
=1
51
.2
2±
EX SMH
6254
RIM
=1
45
.6
5±
1
5
0∅ PVC
2
0
0
Ø
P
V
C
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
WATER METER ASSESSMENT
ADDRESS
UPGRADE
METER
EXISTING SERVICE
SIZE (mm) AND TYPE
BOX TYPE
REPLACE
BOX
METER
DEPTH (mm)
ADJUST
DEPTH
COMMENTS
MOVE IN FRONT OF HEDGE
MOVE FROM BEHIND HEDGE
245 KING ROAD YES 20 CU PLASTIC YES 450 NO
246 KING ROAD YES 20 CU CONCRETE YES 300 YES
251 KING ROAD YES 20 CU CONCRETE YES 450 NO
256 KING ROAD YES 20 CU PLASTIC YES 300 YES
261 KING ROAD NO 20 CU CONCRETE YES 450 NO
266 KING ROAD YES 20 CU CONCRETE YES 300 YES
PR
OP
ER
TY
L
IN
E
MIN
30
0 M
IN
NEW OR EXISTING METER BOX,
REFER TO WATERMETER
ASSESSMENT ON DESIGN DRAWINGS
NOTES:
1. FOR EXTENT OF WORK REQUIRED ON WATER
SERVICES, REFER TO WATERMETER
ASSESSMENT TABLE ON THE DESIGN DRAWINGS.
2. NEW WATER SERVICES TO BE INSTALLED AS PER
CoN STD W-1.
3. AS PER BC BUILDING CODE, MINIMUM DEPTH OF
COVER ON PRIVATE PROPERTY TO BE 450mm.
4. WATER METER AND FITTINGS ARE NOT DRAWN
TO SCALE.
THREADED FITTINGS ARE PREFERRED.
COMPRESSION MAY BE SUBSTITUTED
DEPENDING ON METHOD OF
CONSTRUCTION AND/OR THE MATERIAL
OF EXISTING WATER SERVICE.
METER TO BE LEVEL
THROUGH THE METER BOX
NEW COPPER OR POLYETHYLENE
SERVICE LINE TO BE BROUGHT UP TO
450mm COVER MINIMUM, TO MATCH
ELEVATION OF WATERMETER. USE OF
FITTINGS IS PERMITTED.
IF SERVICE LINE IS NOT REPLACED,
RAISING OF SERVICE LINE IS SIMILAR TO
PRIVATE SIDE OF THE METER BOX
NEW OR EXISTING METER BOX,
REFER TO WATERMETER
ASSESSMENT ON DESIGN DRAWINGS
NEW SERVICE LINES ON
PRIVATE SIDE OF THE
METER TO MATCH EXISTING
EXISTING PRIVATE
SERVICE LINE
EXISTING WATERMETER
(SHOWN AT 600mm DEPTH)
45
0 M
AX
200
ABANDON VALVE DETAIL
1:10
CUT ASPHALT AROUND
EXISTING VALVE BOX
EXISTING
ROAD STRUCTURE
EXISTING VALVE AND
RISER TO BE ABANDONED
REMOVE
EXISTING VALVE BOX
SURFACE RESTORATION
AS PER CoN STD T-4
WOVEN FILTER
FABRIC
FILL EXISTING RISER SECTION
WITH PEA GRAVEL PRIOR TO
VALVE BOX REMOVAL
CLOSE VALVE
EXISTING RISER TO BE
300 MINIMUM BELOW
FINISHED GRADE
NOTE:
TO BE READ IN CONJUNCTION
WITH CoN SPECIFICATION 5.50.3
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
T:\D
ES
IG
N\117\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\540-K
IN
GC
ALD
ER
W
M8.9.2019
Date
Seal
KING ROAD WATERMAIN REPLACEMENT
WATERMAIN PLAN AND PROFILE
STA 0+310 TO 0+420
1:250 1:100
0407
5220.01.C540
23582
MJY
MJY
CDL
CDL
2018-02-22
2018-02-22
2019-01-08
2019-01-08
WATERMAIN
ELEVATIONS
℄ WATERMAIN
STATIONING
I S S U E D F O R
T E N D E R
MA
TC
HL
IN
E 0
+3
10
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HT
0
3
90H6381 IN FRONT OF
2184 JINGLE POT RD
EL: 95.740
98H2197 SE CORNER OF ISLAND
PARKWAY & THIRD ST
EL: 83.594
92H0728 CALDER & ARBOT
EL: 119.642
0
1:250
15m5
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
1 2018-07-06 MJY 50% DESIGN CDL
NOTE:
2.5x EXAGGERATION
NOTE:
EXISTING 150Ø AC WATERMAIN
ELEVATIONS NOT AVAILABLE
FROM RECORD DRAWINGS
SAW-CUT EXIST ASPHALT REMOVE& DISPOSE OFF-SITE.PAVEMENT RESTORATION WITH 50mmHOT-MIX ASPHALT TO CoN STD T-4
PLUG & ABANDONEX 150∅ PVC WM 200Ø GATE VALVE, FxH
REMOVE EXISTING
FLUSH-OUT
REMOVE EXIST HYDRANT,
CLOSE VALVE & REMOVE
NELSON BOXES
NOTE:LANDSCAPE RESTORATION TO BE COMPLETED BYOTHERS. CONTRACTOR TO LEAVE ALL PROPOSEDOR DISTURBED LANDSCAPING AREAS 100mmBELOW FINISHED GRADE
200Ø PVC WM100Ø PVC WM
EXISTING
GROUND
EXISTING
GROUND
TRENCH DAM AS PER CoN STD T-8,
10m SPACING AS SHOWN
100Ø PVC
TRENCH DRAIN
100Ø PVC
TRENCH DRAIN
DAYLIGHT TRENCH DRAIN
INTO EXISTING DITCH, c/w
SANDBAG HEADWALL
REDUCER 200Ø-100Ø HxH
RESTRAINT ALL JOINTS TO
HYDRANT TEE, AND FOR
12m ALONG 200Ø PIPE
INSTALL AIR VALVE AS
PER CoN STD W-4
25∅ PE WATER SERVICE,AS PER CoN STD W-1,TYPICAL UNO
FOR EXTENT OF WATER METER REPLACEMENT,
REFER TO WATER METER ASSESSMENT TABLE,
THIS DWG
TRENCH DAM AS PER CoN STD T-8,
10m SPACING AS SHOWN
200Fx200Hx150F HYDRANT TEE, c/w
THRUSTBLOCK AND JOINT
RESTRAINTS 3m IN ALL DIRECTIONS
10
.1
7
5.4
6
FOR RAISING OF WATER METER, SEE DETAIL THIS DRAWING
RAISED WATER METER DETAIL
1:20
2 2019-01-15 MJY ISSUED FOR VIHA PERMIT AND 95% DESIGN CDL
3 2019-03-27 MJY 100% DESIGN CDL
4 2019-08-09 MJY ISSUED FOR TENDER CDL
3
6
3
1
5
S
S
S
S
S
S
S
S
SS
SS
S
SS
SS
SS
SS
S S S S S S S S S
S S S S S S S S S S S S S
S
S
S
S
CALDER RD CALDER RD
200Ø
P
VC
200Ø PVC
200Ø PVC
2
0
0
Ø
P
V
C
200Ø
P
VC
200Ø PVC
D
D
D
D
D
D
D
DD
DD
DD
D
DD
D
D
D
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
D
D
D
D
W
W
W
W
W W
W
W
W
W
WW
W
W
WW
W
W
W
W
WW
W
WW
WW
WW
WW
WW
WW
WW
WW
W
W
W
W
W
W
525Ø CP
600Ø
C
P
525Ø CP
300Ø
P
VC
375Ø
P
VC
375Ø PVC
E
P
P
5
1
2
8
3
3805R
W
150Ø AC
150Ø AC
200Ø
P
VC
250Ø
A
C
150Ø AC
250Ø
A
C
2189 S
ALM
ON
R
OA
D
LO
T A
P
LA
N E
PP
51282
EL
EN
A R
D
186 CALDER ROAD
L 5 PL 31564
176 CALDER ROAD
L 4 PL 31564
166 CALDER ROAD
L 3 PL 31564
156 CALDER ROAD
L 2 PL 31564
146 CALDER ROAD
L 1 PL 31564
2
2
0
1
J
IN
G
L
E
P
O
T
R
O
A
D
L
1
P
L
4
4
3
2
0
2
1
9
0
J
IN
G
L
E
P
O
T
R
O
A
D
L
8
P
L
2
7
4
2
7
171 CALDER ROAD
L 1 PL 29985
179 CALDER ROAD
L 1 PL 31155
181 CALDER ROAD
L 2 PL 31155
183 CALDER ROAD
L 3 PL 31155
185 CALDER ROAD
L 4 PL 31155
187 CALDER ROAD
L 5 PL 31155
3330R
W
mon 90h6386
SA
LM
ON
R
D
450Ø CP
200Ø
P
VC
150Ø AC
GG
GG
GG
GG
GG
GG
G
G
G
G
GG
GG
GG
GG
GG
GG
GG
GG
G
42D
P/P
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60DP/PE
60DP/PE
168D
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G
G
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168D
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ASP D/WASP D/W
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
ASP D/W
ASP D/W
GRAVEL
ASP D/W
ASP D/W
ASP D/W
ASP D/W
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ASP CURB
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SAN SERVICE TO
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P
VC
1+9952+000
2+020
2+040
2+060
2+080
2+100
2+120
2+140
2+160
2+180
2
5
0
ØP
V
C
WATER METER ASSESSMENT
ADDRESS
UPGRADE
METER
EXISTING SERVICE
SIZE (mm) AND TYPE
BOX TYPE
REPLACE
BOX
METER
DEPTH (mm)
ADJUST
DEPTH
COMMENTS
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
1+
990
2+
000
2+
010
2+
020
2+
030
2+
040
2+
050
2+
060
2+
070
2+
080
2+
090
2+
100
2+
110
2+
120
2+
130
2+
140
2+
150
2+
160
2+
170
2+
180
EX 200Ø PVC WTR
INV:±106.10
EX 200Ø PVC WTR
INV:±99.30
EX 250Ø PVC STM
INV:±99.40
EX 300Ø PVC STM
INV:±98.50
EX 200Ø PVC SAN
INV:±97.75
EX 250Ø PVC STM
INV:±97.40
EX 200Ø PVC STM
INV:±97.20
EX 250Ø DI STM
INV:±97.30
EX 200Ø PVC STM
INV:±96.63
EX 150Ø PVC SAN
INV:±96.43
EX 375Ø PVC STM
INV:±95.55
GA
S C
RO
SS
IN
G
DE
AD
G
AS
CR
OS
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100.19
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98.94
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EF
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98.07
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ER
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RT
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96.35
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DR
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008.31
96.42
BE
ND
2+
001.50
96.49
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ND
2+
000.00
96.51
TIE
-IN
46.6m - 200Ø PVC DR18 WM @ 12.2% 56.0m - 200Ø PVC DR18 WM @ 3.7%12.0m - 200Ø PVC
DR18 WM @ 10.4%
32.0m - 200Ø PVC DR18 WM @ -1.1%
6.6m - 200Ø PVC
DR18 WM @ -1.1%
6.8m - 150Ø PVC
DR18 WM @ -1.1%
9.8m - 200Ø PVC
DR18 WM @ 9.0%
2201 JINGLE POT RD YES 25 CU CONCRETE YES 450 NO METER OFF CALDER
146 CALDER ROAD YES 20 CU PLASTIC YES 450 YES
156 CALDER ROAD YES 20 CU PLASTIC YES 300 NO
166 CALDER ROAD YES 20 CU PLASTIC YES 300 NO
171 CALDER ROAD YES 38 CU PLASTIC YES 450 NO
176 CALDER ROAD YES 20 CU PLASTIC YES 450 NO
179 CALDER ROAD NO 38 CU PLASTIC YES 450 NO
181 CALDER ROAD NO 20 CU PLASTIC YES 450 NO
183 CALDER ROAD YES 20 CU CONCRETE YES 450 NO METER IN GARDEN
185 CALDER ROAD NO 20 CU PLASTIC YES 450 NO
186 CALDER ROAD YES 20 CU PLASTIC YES 450 NO
2189 SALMON ROAD NO 20 CU PLASTIC YES 810 YES METER IS OFF CALDER
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
T:\D
ES
IG
N\117\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\540-K
IN
GC
ALD
ER
W
M8.9.2019
Date
Seal
CALDER ROAD WATERMAIN REPLACEMENT
WATERMAIN PLAN AND PROFILE
STA 2+00 TO 2+180
1:250 1:100
0507
5220.01.C540
23583
MJY
MJY
CDL
CDL
2018-02-22
2018-02-22
2019-01-08
2019-01-08
WATERMAIN
ELEVATIONS
℄ WATERMAIN
STATIONING
I S S U E D F O R
T E N D E R
90H6381 IN FRONT OF
2184 JINGLE POT RD
EL: 95.740
98H2197 SE CORNER OF ISLAND
PARKWAY & THIRD ST
EL: 83.594
92H0728 CALDER & ARBOT
EL: 119.642
0
1:250
15m5
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
1 2018-07-06 MJY 50% DESIGN CDL
NOTE:
2.5x EXAGGERATION
NOTE:
EXISTING 150Ø AC WATERMAIN
ELEVATIONS NOT AVAILABLE
FROM RECORD DRAWINGS
EXISTING
GROUND
TRENCH DAM AS PER CoN STD T-8,
10m SPACING AS SHOWN
CAUTION:FIBRE-OPTIC CROSSING
CAUTION:GAS CROSSING
FOR RAISING OF WATER METER, SEE DETAIL ON SHEET 04
2 2018-11-06 MJY RE-ISSUE 50% DESIGN CDL
NOTE:
LANDSCAPE RESTORATION TO BE COMPLETED BY
OTHERS. CONTRACTOR TO LEAVE ALL PROPOSED
OR DISTURBED LANDSCAPING AREAS 100mm
BELOW FINISHED GRADE
38∅ PE WATER SERVICE,AS PER CoN STD W-1
FOR EXTENT OF WATER METER REPLACEMENT,
REFER TO WATER METER ASSESSMENT TABLE,
THIS DWG, TYPICAL
CONNECT TO EXISTING 150Ø GATE VALVE WITH:
3 - 150Ø PVC, LENGTH TO SUIT
2 - 150Ø - 45° BENDS, HxH, c/w THRUSTBLOCKS
1 - 200Ø x 150Ø REDUCER
1 - 150Ø LENGTH TO SUIT
RESTRAIN ALL FITTINGS BACK TO HYDRANT TEE
CONNECT TO
EXISTING SERVICE LINE
200Fx200Fx200F TEE
3 - 200Ø GATE VALVES, FxH,
c/w THRUSTBLOCK AND
JOINT RESTRAINTS 6m IN
ALL DIRECTIONS
PLUG & ABANDON
EX 200Ø PVC WM
25∅ PE WATER SERVICE,AS PER CoN STD W-1,TYPICAL UNO
HYDRANT ASSEMBLY
AS PER CoN STD W-5
150Ø - 45° BEND, HxH,
c/w THRUSTBLOCKS
RESTRAIN ALL FITTINGS BACK
TO HYDRANT & TEE
200Ø GATE VALVE, FxH
200Fx200Hx150F
HYDRANT TEE, c/w
THRUSTBLOCK AND
JOINT RESTRAINTS 6m
IN ALL DIRECTIONS
PLUG & ABANDON
EX 150Ø AC WM
CONNECT TO EXISTING 200Ø PVC WITH:
200Fx200Fx200F TEE
2 - 200Ø - 45° BENDS, HxH, c/w
THRUSTBLOCKS
1 - 200Ø COUPLER
RESTRAIN ALL JOINTS BACK TO TEE
200Fx200Fx200F TEE
3 - 200Ø GATE VALVES, FxH,
c/w THRUSTBLOCK AND
JOINT RESTRAINTS 6m IN
ALL DIRECTIONS
CONNECT TO EXISTING 200Ø PVC WITH:
200Fx200Fx200F TEE
2 - 200Ø - 45° BENDS, HxH, c/w
THRUSTBLOCKS
1 - 200Ø COUPLER
RESTRAINTS ALL JOINTS BACK TO TEE
100Ø PVC
TRENCH DRAIN
CONNECT TRENCH DRAIN
INTO EXISTING 250Ø CB
LEAD, OR 300Ø PVC
SAW-CUT EXIST ASPHALT REMOVE& DISPOSE OFF-SITE.PAVEMENT RESTORATION WITH 75mmHOT-MIX ASPHALT TO CoN STD T-4
MA
TC
HL
IN
E 2
+1
80
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HT
0
6
PLUG & ABANDON
EX 200Ø PVC WM
CLOSE VALVES &
REMOVE EXISTING
NELSON BOXES
CLOSE VALVES &
REMOVE EXISTING
NELSON BOXES
200Ø PVC WM
200Ø PVC WM
8.1
0
7.5
8
7.7
7
7.8
0
NOTE:
SEE SHEET 07 FOR GRADING OF ASPHALT APRON
ON CALDER ROAD, FOR THE ENTRANCE TO 2201
JINGLE POT ROAD, AS WELL AS CLEANING UP
DRAINAGE OF THE GRAVEL SHOULDER IN FRONT
OF 2201 JINGLE POT ROAD AND 171 CALDER ROAD
RE-INSTATE
PAINTLINES AS REQ'D
WRAP WATERMAIN JOINTSFOR 3.0m BOTH SIDES OFPIPE CROSSINGS (5 PLACES)
WRAP WATERMAIN JOINTSFOR 3.0m BOTH SIDES OFPIPE CROSSINGS (3 PLACES)
3 2019-01-15 MJY ISSUED FOR VIHA PERMIT AND 95% DESIGN CDL
REMOVE AND REINSTALL DOUBLE CATCHBASINS AND
LEADS TO PROVIDE 600mm CLEARANCE FROM
CATCHBASIN BARRELS AND NEW WATERMAIN
REGRADE ASPHALT TO SUIT NEW CATCHBASIN
LOCATIONS AND PROVIDE ASPHALT CURB TO ENSURE
STORM WATER IS DIRECTED TO THE CATCHBASIN
4 2019-03-27 MJY 100% DESIGN CDL
RE-INSTATE
ASPHALT CURB
AS PER CoN CS-12
5 2019-08-09 MJY ISSUED FOR TENDER CDL
SS
S
S S S S S S
S
S
S
S
S
CALDER RD
AR
BO
T R
D
200Ø PVC
200Ø
P
VC
D
D D DD
DD
D D D D D D D
D
D D D D D
D
D
D
D
D
D
D
D
DD
DD
D
DD
D
D
D
D
D
D
D
D
WW
WW
W
W
W
W
W
W
W
WW
WW
WW
WW
WW
WW
W
375Ø
P
VC
375Ø
C
P
375Ø CP
200Ø
P
VC
150Ø AC
150Ø AC
150Ø AC
EL
EN
A R
D
187 CALDER ROAD
L 5 PL 31155
192 CALDER ROAD
L 2 PL EPP19743
191 CALDER ROAD
L 6 PL 31155
T
TT
TT
H
HH
HH
mon 92h0728
CBG
CBG
DIC
DIC
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PP
CBG
SMH
DIC
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PP
IRR
WM
PP
DMH
SMH
WV
FH
CBR
WM
PP
WM
DIC
PP
WV
WV
CBG
LS
SIGN
SIGN
LS
DMH
DIC
EB
200Ø PVC
3
7
5
Ø
C
P
200Ø PERF PVC
CONC D/W
ASP D/W
ASP D/W
ASP D/W
ASP D/W
ASP D/W
CCG
CONC S/W
ASP CURB
ASP CURB
C
C
GC
O
N
C
S
/
W
GRAVELGRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
??
ASP CURBASP CURB
ASP CURB
375Ø CP
150Ø
A
C
150Ø AC
193 CALDER ROAD
L 7 PL 31155
195 CALDER ROAD
L 8 PL 31155
197 CALDER ROAD
L 9 PL 31155
196 CALDER ROAD
L 4 PL 1527
200 CALDER ROAD
L 5 PL 1527
2201 A
RB
OT
R
OA
D
LO
T 5 P
LA
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PP
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ME
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RO
M
SE
RV
IC
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AR
D
NO STM
SERVICE RECORD
SAN SERVICE TO
REAR EASEMENT
NO STM
SERVICE RECORD
SAN SERVICE TO
REAR EASEMENT
NO STM
SERVICE RECORD
SAN SERVICE TO
REAR EASEMENT
NO STM
SERVICE RECORD
SAN SERVICE TO
REAR EASEMENT
ME
TE
R F
RO
M
SE
RV
IC
E C
AR
D
NO STM
SERVICE RECORD
SAN SERVICE TO
REAR EASEMENT
ME
TE
R F
RO
M
SE
RV
IC
E C
AR
D
RE
ALLY
B
AD
A
SP
HA
LT
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OT
A
DD
M
UC
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RE
A
SO
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CLU
DE
CA
NN
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C
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FIR
M
IF
T
HIS
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H
ER
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(A
SP
HA
LT
P
AT
CH
EX
IS
TS
)
150Ø PERF PVC
D
?
GRAVEL D/W
SWALE
AS
P C
UR
B
G
G
G
2
0
0
Ø
P
V
C
I
N
6
0
0
C
M
P
2+1802+2002+2202+2402+260
2+280
WATER METER ASSESSMENT
ADDRESS
UPGRADE
METER
EXISTING SERVICE
SIZE (mm) AND TYPE
BOX TYPE
REPLACE
BOX
METER
DEPTH (mm)
ADJUST
DEPTH
COMMENTS
2189 SALMON ROAD METER IS OFF CALDER
187 CALDER ROAD YES 20 CU PLASTIC YES 450 NO
191 CALDER ROAD YES 20 CU PLASTIC YES 450 NO
192 CALDER ROAD YES 20 CU CONCRETE YES 600 YES
193 CALDER ROAD YES 20 CU PLASTIC YES 450 NO
195 CALDER ROAD YES 20 CU PLASTIC YES 810 YES
196 CALDER ROAD YES 20 CU PLASTIC YES 300 YES
197 CALDER ROAD YES 20 CU PLASTIC YES 600 YES
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
EX 375Ø CP STM
INV:±117.93
EX 200Ø PVC SAN
INV:±117.50
EX 375Ø CP STM
INV:±117.85
100Ø PERF DRAIN
INV UNKNOWN
EX 200Ø PVC IN
600∅ CMP STM
INV:±112.50
EX 150Ø AC WTR
INV:±119.20
WA
TE
R S
ER
VIC
E
WA
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ER
VIC
E
ST
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ER
VIC
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HY
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RO
SS
IN
G
92
93
94
95
96
97
2+
18
0
2+
19
0
2+
20
0
2+
21
0
2+
22
0
2+
23
0
2+
24
0
2+
25
0
2+
26
0
2+
27
0
2+
28
0
2+
29
0
2+
30
0
61.9m - 200Ø PVC DR18 WM @ 12.0%
2+
27
6.1
81
19
.1
8T
IE
-IN
2+
27
2.9
61
18
.8
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EN
D
2+
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EN
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41
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10
.5
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RA
NT
&
V
ER
T D
EF
LE
CT
30.0m - 200Ø PVC
DR18 WM @ 15.5%
3.8m - 200Ø PVC
DR18 WM @ 9.1%
6.0m - 200Ø PVC
DR18 WM @ 9.1%
3.2m - 200Ø PVC
DR18 WM @ 9.1%
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
T:\D
ES
IG
N\117\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\540-K
IN
GC
ALD
ER
W
M8.9.2019
Date
Seal
CALDER ROAD WATERMAIN REPLACEMENT
WATERMAIN PLAN AND PROFILE
STA 2+180 TO 2+280
1:250 1:100
0607
5220.01.C540
23584
MJY
MJY
CDL
CDL
2018-02-22
2018-02-22
2019-01-08
2019-01-08
WATERMAIN
ELEVATIONS
℄ WATERMAIN
STATIONING
1 2018-07-06 MJY 50% DESIGN CDL
I S S U E D F O R
T E N D E R
90H6381 IN FRONT OF
2184 JINGLE POT RD
EL: 95.740
98H2197 SE CORNER OF ISLAND
PARKWAY & THIRD ST
EL: 83.594
92H0728 CALDER & ARBOT
EL: 119.642
0
1:250
15m5
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
NOTE:
2.5x EXAGGERATION
NOTE:
EXISTING 150Ø AC WATERMAIN
ELEVATIONS NOT AVAILABLE
FROM RECORD DRAWINGS
EXISTING
GROUND
TRENCH DAM AS PER CoN STD T-8,
10m SPACING AS SHOWN
CAUTION:HYDRO-TELCROSSING
FOR RAISING OF WATER METER, SEE DETAIL ON SHEET 04
2 2018-11-06 MJY RE-ISSUE 50% DESIGN CDL
HYDRANT ASSEMBLY
AS PER CoN STD W-5
PLUG & ABANDON
EX 150Ø AC WM
PLUG & ABANDON
EX 150Ø AC WM
(2 PLACES)
200Fx200Fx200F TEE
3 - 200Ø GATE VALVES, FxH,
c/w THRUSTBLOCK AND
JOINT RESTRAINTS 6m IN
ALL DIRECTIONS
100Ø PVC
TRENCH DRAIN
SAW-CUT EXIST ASPHALT REMOVE& DISPOSE OFF-SITE.PAVEMENT RESTORATION WITH 75mmHOT-MIX ASPHALT TO CoN STD T-4
CONNECT TRENCH DRAIN
INTO EXISTING 200Ø PVC
NOTE:LANDSCAPE RESTORATION TO BE COMPLETED BYOTHERS. CONTRACTOR TO LEAVE ALL PROPOSEDOR DISTURBED LANDSCAPING AREAS 100mmBELOW FINISHED GRADE
FOR EXTENT OF WATER METER REPLACEMENT,
REFER TO WATER METER ASSESSMENT TABLE,
THIS DWG, TYPICAL
25∅ PE WATER SERVICE,AS PER CoN STD W-1,TYPICAL UNO
REMOVE EXISTING VALVE AND
CONNECT TO EXISTING 200Ø PVC
WITH 200Ø COUPLER
CLOSE VALVES &
REMOVE EXISTING
NELSON BOXES
2 - 200Ø - 45° BENDS, HxH,
c/w THRUSTBLOCKS
RESTRAIN JOINTS 3m IN
ALL DIRECTIONS
200Ø - 90° BENDS, HxH,
c/w THRUSTBLOCKS
RESTRAIN JOINTS 6m IN
ALL DIRECTIONS
CONNECT TO EXISTING
150Ø AC WM WITH:
200x150 REDUCER, HxH
150Ø PVC, LENGTH TO SUIT
150Ø COUPLER
RETRAIN ALL JOINTS
200Ø GATE VALVE, FxH
200Fx200Hx150F
HYDRANT TEE, c/w
THRUSTBLOCK AND
JOINT RESTRAINTS 6m
IN ALL DIRECTIONS
MA
TC
HL
IN
E 2
+1
80
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HT
0
5
REMOVE EXISTING HYDRANT.
CLOSE VALVES & REMOVE
EXISTING NELSON BOXES
200Ø PVC WM
200Ø PVC WM
7.3
8
7.5
3
CONNECT TO
EXISTING SERVICE LINE
WRAP WATERMAIN JOINTSFROM STA 2+260 T0 2+280
WRAP WATERMAIN JOINTSFOR 3.0m BOTH SIDES OFPIPE CROSSING
SURVEY MONUMENTTO BE PRESERVED
3 2019-01-15 MJY ISSUED FOR VIHA PERMIT AND 95% DESIGN CDL
REMOVE AND REINSTALL CATCHBASIN AND LEAD TO
PROVIDE 600mm CLEARANCE FROM CATCHBASIN
BARREL AND NEW WATERMAIN.
REGRADE ASPHALT TO SUIT NEW CATCHBASIN
LOCATION AND PROVIDE ASPHALT CURB TO ENSURE
STORM WATER IS DIRECTED TO THE CATCHBASIN
4 2019-03-27 MJY 100% DESIGN CDL
RE-INSTATE
ASPHALT CURB
AS PER CoN CS-12
5 2019-08-09 MJY ISSUED FOR TENDER CDL
3
6
3
1
5
2
2
0
1
JIN
G
L
E
P
O
T
R
O
A
D
L
1
P
L
4
4
3
2
0
mon 90h6386mon 90h6386
BOL
CBR
FH
CBR
CBG
CBG
WV
CBR
A
SIC
WM
SIC
PP
DMH
CBR
A
S
P
S
/
W
ASP D/W
ASP D/W
GRAVEL
C
O
N
C
C
U
R
B
2+000
2+0202+040
Date
Reference data
No. By Revisions Eng.
Drawn by
Approved by
Checked by
Design by
Consult.Dwg
Dwg No.
Eng File No.
Scale
Horiz.
Sheet of
Vert.
Title
Project
CITY OF NANAIMOT H E H A R B O U R C I T Y
T:\D
ES
IG
N\117\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\540-K
IN
GC
ALD
ER
W
M8.9.2019
Date
Seal
CALDER ROAD WATERMAIN REPLACEMENT
GRADING PLAN AT CALDER ROAD ENTRANCE
FOR 2201 JINGLE POT ROAD
1:100 N/A
0707
5220.01.C540
23585
MJY
MJY
CDL
CDL
2018-02-22
2018-02-22
2019-01-08
2019-01-08
I S S U E D F O R
T E N D E R
90H6381 IN FRONT OF
2184 JINGLE POT RD
EL: 95.740
98H2197 SE CORNER OF ISLAND
PARKWAY & THIRD ST
EL: 83.594
92H0728 CALDER & ARBOT
EL: 119.642
0
1:250
15m5
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
1 2018-07-06 MJY 50% DESIGN CDL
±
9
7
.
9
8
9
7
.9
6
9
7
.
9
5
9
7
.
9
4
±
9
7
.
9
3
±
9
7
.
9
5
±
9
7
.
9
6
±
9
7
.
9
5
±
9
7
.
9
8
±
9
8
.
0
9
7
.
9
8
9
7
.
9
4
9
7
.
9
7
GRADING LEGEND
EXISTING GROUND ELEVATION
PROPOSED FINISHED GROUND ELEVATION
PROPOSED TOP OF CURB ELEVATION
PROPOSED GUTTER ELEVATION
000.00
000.00
000.00
000.00
NOTE: EXISTING GROUND ELEVATIONS PRECEDED
WITH "±" ARE FROM THE CIVIL 3D SURFACE. EXISTING
GROUND ELEVATION WITHOUT THE PLUS/MINUS ARE
SURVEYED.
9
7
.
9
2
9
7
.
9
0
9
8
.
4
0
±
9
8
.
2
0
9
8
.
0
3
±
9
8
.
0
5
2
1
.5
5
0.7
5
9
7
.
9
8
9
7
.
9
6
9
7
.
9
4
9
8
.
0
WATERMAIN STATIONING
EXTENT OF
ASPHALT REPLACEMENT
(SHADED AREA)
FROM WATERMAIN STATIONING 2+025 TO 2+100,
THERE ARE AREAS OF PONDING ALONG EDGE OF
EXISTING ASPHALT. FILL THE LOW AREA WITH
COMPACTED CRUSHED GRAVEL (20mm MINUS),
AND ENSURE GRAVEL SHOULDERS ARE SLOPED
TO DRAIN INTO EXISTING CATCHBASINS.
NOTE:
THIS AREA IS QUITE FLAT AND THERE IS
SIGNIFICANT PONDING AT THE "GUTTER LINE"
OF THE ASPHALT ENTRANCE. THE IDEA IS TO
CREATE A SWALE ALONG THE GUTTER LINE.
THE DIFFICULTY IS THE FACT THAT THE
SWALE WILL HAVE A SLOPE OF 0.35%
PAVEMENT RESTORATION WITH 75mm
HOT-MIX ASPHALT TO CoN STD T-4
2 2019-01-15 MJY 95% DESIGN CDL
3 2019-03-27 MJY 100% DESIGN CDL
4 2019-08-09 MJY ISSUED FOR TENDER CDL
