BRUCE AVENUE UTILITY IMPROVEMENTS WEBER ST TO … Drawings Bruce... · BRUCE AVENUE UTILITY...
8
SHEET 02 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. SANITARY SEWER NOTES: 1. ALL MAINS SHALL HAVE A MINIMUM 1.5m OF COVER IN ROAD RIGHT-OF-WAYS AND 1.0m IN UNTRAVELED AREAS, UNLESS APPROVED BY ENGINEER. 2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SERVICE TO EXISTING USERS DURING CONSTRUCTION. THE CONTRACTOR IS TO PROVIDE A PLAN PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ENSURE ANY PUMPING EQUIPMENT IS SECURE AND KEPT IN GOOD WORKING CONDITION DURING THE PROJECT. 3. ALL ASBESTOS CEMENT PIPING ENCOUNTERED WITHIN THE TRENCHLINE SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH WORKSAFE BC AND CITY OF NANAIMO REQUIREMENTS. 4. ALL SANITARY SERVICES SHALL BE 100Ø PVC SDR28 UNLESS NOTED OTHERWISE . 5. ALL SANITARY SERVICE BOXES SHALL BE IN ACCORDANCE WITH CITY OF NANAIMO STD S-5 AND S-7. 6. ALL PIPING AND RELATED APPURTENANCES TO BE INSPECTED PRIOR TO BACKFILLING OF THE TRENCH. 7. THE CONTRACTOR IS TO FLUSH AND PROVIDE TO THE CITY OF NANAIMO CCTV INSPECTION OF ALL MAINS PRIOR TO ASPHALT RESTORATION. WATERMAIN NOTES: 1. MINIMUM COVER OVER WATERMAIN TO BE 1.20 METERS, UNLESS OTHERWISE INDICATED. 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. BRUCE AVE WATERMAIN IS ZONE 10 (107 HGL). WATERMAIN WORKING PRESSURE IS 717 kPa (104 PSI) AND WATERMAIN TEST PRESSURE IS 1076 kPa (156 PSI). 5. PRESSURE TESTS, CHLORINATION AND BACTERIOLOGICAL TESTING TO CITY OF NANAIMO STANDARD SPECIFICATIONS. 6. MAXIMUM JOINT DEFLECTION TO BE 1°. BRUCE AVENUE UTILITY IMPROVEMENTS WEBER ST TO SEVENTH ST ISSUED FOR TENDER SET CoN DWG No. 24299 Sheet No. 01 of 08 Eng File No. 5220.01.C2378 Drawn by Approved by Checked by Design by CITY OF NANAIMO T H E H A R B O U R C I T Y Date Seal Reference data Date No. By Revisions Eng. 77H5246 BRUCE AVE & WEBER ST EL: 38.855 77H5244 BRUCE AVE & EIGHTH ST EL: 33.637 77H5273 BRUCE AVE & SEVENTH ST EL: 34.604 R.SHEARER P.STEWART P.STEWART 2019.01.07 2019.12.10 2019.12.17 SCALE: KEY PLAN 1:1000 SCALE: LOCATION PLAN 1:5000 PROJECT EXTENTS SHEET 03 SHEET 05 SHEET 04 SHEET 07 MURRAY ST EIGHTH ST WEBER ST DEERING ST NOVA ST SEVENTH ST BRUCE AVE BRUCE AVE BRUCE AVE 2019.01.23 1 RJS ISSUED FOR 50% DESIGN REVIEW MTE MON 77H5246 MON 77H5244 MON 77H5244 2019.02.27 2 RJS ISSUED FOR 95% DESIGN REVIEW MTE SHEET NO. CON DWG NO. SHEET TITLE 01 24299 KEY PLAN, LOCATION PLAN, AND NOTES 02 24300 SANITARY PLAN WEBER ST TO EIGHTH ST STA 0+000 - 0+180 03 24301 SANITARY PLAN EIGHTH ST TO DEERING ST STA0+180 - 0+370 04 24302 SANITARY PLAN MURRAY ST LANE STA 1+000 - 1+080 05 24303 WATER PLAN EIGHTH ST TO 874 BRUCE AVE STA 2+000 - 2+100 06 24304 WATER PLAN DEERING ST TO NOVA ST STA 3+000 - 3+080 07 24305 LINES AND SIGNS PLAN 08 24306 DETAILS SHEET 06 I S S U E D F O R T E N D E R 2019.12.17 RJS ISSUED FOR TENDER MTE 3 M.ELLIOT 2019.01.11
Transcript of BRUCE AVENUE UTILITY IMPROVEMENTS WEBER ST TO … Drawings Bruce... · BRUCE AVENUE UTILITY...
SHEET 02
GENERAL NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF NANAIMO MANUAL OFENGINEERING STANDARDS AND SPECIFICATIONS (MoESS).
2. ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATEONLY AND SHOULD BE CONFIRMED BY USE OF A PIPE LOCATOR AND MANUALDIGGING. ALL OR ANY STRUCTURES NOT NECESSARILY SHOWN.
3. COORDINATES ARE GROUND LEVEL (UTM NAD 83 WITH COMBINED SCALE FACTOROF 1/0.99965) AND ALL ELEVATIONS ARE TO GEODETIC DATUM.
4. LOCATION OF SERVICE CONNECTIONS TO BE DETERMINED ON SITE UNLESS SHOWNOTHERWISE.
5. ANY ALTERNATIVES TO SPECIFIED MATERIALS OR APPURTENANCES TO BEAPPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION.
6. THE LOCATIONS OF EXISTING SERVICES ARE APPROXIMATE AND SHALL BECONFIRMED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.EXISTING AND PROPOSED SERVICES MAY REQUIRE ADJUSTMENT WHERE ACONFLICT OCCURS. THE ENGINEER SHALL BE NOTIFIED OF ANY CONFLICT.
7. TRENCHING DETAIL TO BE AS CITY OF NANAIMO STANDARD DWG T-1. TRAVELEDAREA BACKFILL TO BE IMPORTED GRANULAR MATERIAL COMPACTED TO MINIMUM95% MODIFIED PROCTOR, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
8. ASPHALT RESTORATION TO BE AS CITY OF NANAIMO STANDARD DWG T-4 OR T-4APERMANENT PAVEMENT RESTORATION.
9. ALL DISTURBED SURFACES TO BE RESTORED TO EXISTING CONDITION OR BETTER.
SANITARY SEWER NOTES:
1. ALL MAINS SHALL HAVE A MINIMUM 1.5m OF COVER IN ROAD RIGHT-OF-WAYS AND 1.0m INUNTRAVELED AREAS, UNLESS APPROVED BY ENGINEER.
2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SERVICE TO EXISTING USERS DURINGCONSTRUCTION. THE CONTRACTOR IS TO PROVIDE A PLAN PRIOR TO STARTINGCONSTRUCTION. THE CONTRACTOR SHALL ENSURE ANY PUMPING EQUIPMENT IS SECUREAND KEPT IN GOOD WORKING CONDITION DURING THE PROJECT.
3. ALL ASBESTOS CEMENT PIPING ENCOUNTERED WITHIN THE TRENCHLINE SHALL BE REMOVEDAND DISPOSED OF IN ACCORDANCE WITH WORKSAFE BC AND CITY OF NANAIMOREQUIREMENTS.
4. ALL SANITARY SERVICES SHALL BE 100Ø PVC SDR28 UNLESS NOTED OTHERWISE .
5. ALL SANITARY SERVICE BOXES SHALL BE IN ACCORDANCE WITH CITY OF NANAIMO STD S-5AND S-7.
6. ALL PIPING AND RELATED APPURTENANCES TO BE INSPECTED PRIOR TO BACKFILLING OF THETRENCH.
7. THE CONTRACTOR IS TO FLUSH AND PROVIDE TO THE CITY OF NANAIMO CCTV INSPECTION OFALL MAINS PRIOR TO ASPHALT RESTORATION.
WATERMAIN NOTES:
1. MINIMUM COVER OVER WATERMAIN TO BE 1.20 METERS, UNLESS OTHERWISE INDICATED.
2. EXISTING PIPE TO BE ABANDONED IN PLACE ONCE EXISTING WATERMAIN ISDECOMMISSIONED OR AS APPROVED BY THE ENGINEER.
3. ALL WATERMAIN JOINTS WITHIN 3.0m HORIZONTAL OR 0.45m VERTICAL OF SANITARY ORSTORM DRAIN MAINS TO BE PROTECTED BY SHRINK WRAP OR PETROLEUM TAPE.
4. BRUCE AVE WATERMAIN IS ZONE 10 (107 HGL). WATERMAIN WORKING PRESSURE IS 717 kPa(104 PSI) AND WATERMAIN TEST PRESSURE IS 1076 kPa (156 PSI).
5. PRESSURE TESTS, CHLORINATION AND BACTERIOLOGICAL TESTING TO CITY OF NANAIMOSTANDARD SPECIFICATIONS.
6. MAXIMUM JOINT DEFLECTION TO BE 1°.
BRUCE AVENUE UTILITY IMPROVEMENTSWEBER ST TO SEVENTH STISSUED FOR TENDER SET
CoN DWG No. 24299Sheet No. 01 of 08Eng File No. 5220.01.C2378
Drawn by
Approved by
Checked by
Design by
CITY OF NANAIMOT H E H A R B O U R C I T Y
Date
Seal
Reference data
DateNo. By Revisions Eng.
77H5246 BRUCE AVE &WEBER STEL: 38.855
77H5244 BRUCE AVE &EIGHTH STEL: 33.637
77H5273 BRUCE AVE &SEVENTH STEL: 34.604
R.SHEARER
P.STEWART
P.STEWART
2019.01.07
2019.12.10
2019.12.17
SCALE:KEY PLAN
1:1000
SCALE:LOCATION PLAN
1:5000
PROJECT EXTENTS
SHEET 03
SHEET 05
SHEE
T 04
SHEET 07
MU
RR
AY S
T
EIG
HTH
ST
WEB
ER S
T
DEE
RIN
G S
T
NO
VA S
T
SEVE
NTH
ST
BRUCE AVE
BRUCE AVE
BRUCE AVE
2019.01.231 RJS ISSUED FOR 50% DESIGN REVIEW MTE
MON 77H5246 MON 77H5244 MON 77H5244
2019.02.272 RJS ISSUED FOR 95% DESIGN REVIEW MTE
SHEET NO. CON DWG NO. SHEET TITLE01 24299 KEY PLAN, LOCATION PLAN, AND NOTES
02 24300 SANITARY PLAN WEBER ST TO EIGHTH ST STA 0+000 - 0+180
03 24301 SANITARY PLAN EIGHTH ST TO DEERING ST STA0+180 - 0+370
04 24302 SANITARY PLAN MURRAY ST LANE STA 1+000 - 1+080
05 24303 WATER PLAN EIGHTH ST TO 874 BRUCE AVE STA 2+000 - 2+100
06 24304 WATER PLAN DEERING ST TO NOVA ST STA 3+000 - 3+080
07 24305 LINES AND SIGNS PLAN
08 24306 DETAILS
SHEET 06
I S S U E D F O R
T E N D E R 2019.12.17 RJS ISSUED FOR TENDER MTE3
M.ELLIOT 2019.01.11
0+
014
34.605
946 B
RU
CE
A
VE
0+
045
33.366
949 B
RU
CE
A
VE
30
31
32
33
34
35
36
37
38
39
40
30
31
32
33
34
35
36
37
38
39
40
79m @ 0.59%
375Ø PVC DR 35
RIM
: 33.
78
SMHD
0+15
2S
31.
46N
31.
46W
31.
43
0+15
2
DEPTH 1.80m
DEPTH 1.92m
DEPTH 1.82m
DEPTH 1.92m
DEPTH 1.78m
DEPTH 1.92m
S 3
1.92
N 3
1.92
E 3
2.02
0+07
3R
IM: 3
4.24
SMHC
0+07
3
64m @ 4.30%
250Ø PVC DR 35
RIM
: 36.
96
SMHA
0+00
5S
34.
80N
W 3
4.80
0+00
5
SE
34.
67N
34.
670+
009
250∅
PVC
STM
IN
V=
32.54
250∅
PVC
STM
IN
V=
31.95
300∅
PVC
STM
IN
V=
32.50
1800 R
CP
S
TM
IN
V=
32.44
S 3
4.92
N 3
4.94
W 3
4.92
0+00
0
5m @ 2.87%
250Ø PVC
5m @ 2.91%
250Ø PVC
150∅
AC
ABD
IN
V=
32.45
300∅
PVC
WAT
IN
V=
32.17
-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
0+
150
0+
160
0+
170
0+
180
ASPHALT
SAND / GRAVEL
ROAD BASE
0.15m
0.2m
SAND FILL
2.0m
SAND / SILT
(TILL-LIKE)
3.2m
3.4m
END OF BH
POSSIBLE
ROCK
BH
01
0+
025
MW
02
0+
116
ASPHALT
0.15m
SAND / GRAVEL
ROAD BASE
0.3m
ASPHALT
GRAVEL /
SAND FILL
SILT FILL
SILT / CLAY
SAND / CLAY
(LIGHT BRN)
CLAY
(TILL-LIKE)
SAND / CLAY
(GREY)
20mm GRAVEL
AND SAND
SILT / SAND
0.4m
0.7m 1.3m
1.4m
2.4m
2.7m
3.4m3.6m
0+
180
RIM
: 36.
82
SMHB
0+00
9
EIG
HT
H S
T
SMH
S
S
S
S
S
EIG
HT
H S
T
AV
D
D
D
D
D
D
D
D
D
D
W
W
W
W
W
W
W
W
W
W
W
W
W
250Ø
P
VC
W
SP
300Ø PVC
505 EIGHTH STREET
ASPHALT
DRIVEWAY
EXIST.
SSMH
WM
PP
SIC
EXIST.
SSMH
SGNGRAVEL
DRIVEWAY
PP
GRAVEL
DRIVEWAY
WM
ASPHALT
DRIVEWAY
PP
ASPHALT
DRIVEWAY
EXIST.
SSMH
CBR
WM
WM
ASPHALT
DRIVEWAY
ASPHALT
DRIVEWAY
WM
PP
FENCE
XX
XX
XX
XX
X
X
X
X
X
X
X
X
XX
XX
X
XX
X
FENCE
FENCE
FE
NC
E
AS
PH
ALT
S
ID
EW
ALK
C
C
C
N
C
WM
GRAVEL
DRIVEWAY
PP
ASPHALT
DRIVEWAY
ASPHALT SIDEWALK
ASPHALT SIDEWALK
CNC
DIC
WM
CB
PP
TEL BOX
BOLLARDS
TEL BOX
ASPHALT SIDEWALK
CBR
ANCH
PP
CNC
CNC
CNC
CNC
ASPHALT SIDEWALK
ASPHALT SIDEWALK
CNC
C
N
C
TE
L M
H
EXIST.
SDMH
34904
S
S
150Ø
P
VC
200Ø
A
C
200Ø AC 200Ø AC
200Ø AC
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
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
1350Ø CP
300Ø PVC
WM
H
WV
WV
WV
WV
WV
CBR
DMH
PP
FH
DMH
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
114Ø DP/PE
114Ø DP/PE
1800Ø RCP
1004 CASSELL PL
1003 CASSELL PL
1002 CASSELL PL
1001 CASSELL PL
0+000
W
W
W
S
S
S
S
S
946 BRUCE AVENUE
L 1 PL VIP75622
932 BRUCE AVENUE
L D PL 34647
930 BRUCE AVENUE
L C PL 34647
928 BRUCE AVENUE
L 6 PL 32560
926 BRUCE AVENUE
L B PL 34647
491 EIGHTH STREET
951 BRUCE AVENUE
L 10 PL 26944
949 BRUCE AVENUE
L 11 PL 26944
WE
BE
R S
T
300Ø
P
V
C
300Ø PVC
300Ø
P
VC
250Ø
P
VC
W
BRUCE AVE
BRUCE AVE
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
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
SSIC 1
SSIC 5
SSIC 2
SMH A 0+005
S INV=34.80
NW INV=34.80
RIM=36.96
SMH C 0+073
S INV=31.92
N INV=31.92
E INV=32.02
RIM=34.24
SMH D 0+152
S INV=31.46
N INV=31.46
W INV=31.43
RIM=33.78
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
250Ø PVC SS
P3
375Ø PVC SS
P4
375Ø PVC SS
P5
150Ø
P
VC
P8
W
W
W
W
SSIC 3
SSIC 4
SMH B 0+009
SE INV=34.67
N INV=34.67
RIM=36.82
±4
m
-0+000
0+0100+020
0+0300+040
0+0500+060
0+070
0+080
0+090
0+100
0+110
0+120
0+130
0+140
0+150
0+160
0+170
0+180
SANITARY SERVICES INFORMATION
NAME
SSIC 1
SSIC 2
SSIC 3
SSIC 4
ADDRESS
951 BRUCE AVE
946 BRUCE AVE
949 BRUCE AVE
491 EIGHTH ST
PIPE LENGTH
13.959
5.952
12.980
6.712
PIPE SIZE
0.100
0.100
0.100
0.100
PIPE MATERIAL
PVC
PVC
CP
PVC
INVERT
34.84
34.00
33.40
31.66
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
\\S
TO
RA
GE
\C
IT
YP
RO
JE
CT
S\P
RO
D\D
ES
IG
N\541\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\02356_B
RU
CE
_A
VE
_S
S_P
RO
PO
SE
D12.13.2019
Date
Seal
BRUCE AVENUE UTILITY IMPROVEMENTS
SANITARY PLAN WEBER ST TO EIGHTH ST
STA 0+000 - 0+180
1:250 1:50
-
0208
5220.01.C2378
24300
SAN INVERT
ELEVATIONS
℄ ROAD
STATIONING
EXISTING
WYE INVERTS
MA
TC
HL
IN
E 0
+1
82
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
0
3
0
1:250
15m5
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
TIE INTO EXISTING MANHOLE AT
INTERSECTION OF WEBBER AND
BRUCE. REBENCH TO SUIT
ABANDON EXISTING MANHOLE IN
PLACE. REFER TO DETAIL A,
SHEET 07
CAP AND ABANDON SANITARY MAIN
IN PLACE
REMOVE EXISTING MANHOLE AND
EXTEND 150Ø PVC LATERAL TO SMH
C. CAP EXISTING SEWER
SCALE:PROPOSED SANITARY PLAN
1:250
77H5246 BRUCE AVE &
WEBER ST
EL: 38.855
77H5244 BRUCE AVE &
EIGHTH ST
EL: 33.637
77H5273 BRUCE AVE &
SEVENTH ST
EL: 34.604
MON 77H5244 NOT TO BE DISTURBED
932 BRUCE AVE SAN
SERVICED OFF OF
EASEMENT 34904
926 BRUCE AVE SAN
SERVICED OFF OF
EAST EASEMENT
100 X 200 SSIC (TYP)
1800 x 900 RC BOX CULVERT
EXISTING GROUND
REPLACE CONCRETE CURB
AS REQUIRED (TYP)
REPLACE ASPHALT
SIDEWALK AS REQUIRED
(TYP)
2019.01.231 RJS ISSUED FOR 50% DESIGN REVIEW MTE
APPROXIMATE TRENCH EXTENT.
REFER TO TRENCH DETAIL, SHEET 07
2019.02.272 RJS ISSUED FOR 95% DESIGN REVIEW MTE
BH 01
CONTRACTOR TO LOCATE SERVICE
PRIOR TO CONSTRUCTION (TYP)
REMOVE AND RE-LAY 250Ø
STORM DRAIN AS REQUIRED.
INSTALL NEW MANHOLE AT
JUNCTION
ABANDON EXISTING MANHOLE IN
PLACE. REFER TO DETAIL A,
SHEET 05
PROPOSED OVEREXCAVATION.
REFER TO DETAIL B, SHEET 08
TRENCH DAMS TO TIE INTO
BOX CULVERT
INSTALL TRENCH DAMS @ 10m
INTERVALS PER STD DWG T-8
(TYP). STATION 0+120 - 0+140
MW 02
INSTALL NEW 1050Ø SSMH PER CON
STD DWG S-2 (TYP)
A07
B08
C08
4.0m STEEL CASING PIPE 500Ø
C/W RACI SPACERS OR
APPROVED EQUIVALENT.
REFER TO DETAIL C, SHEET 08
C08
INSTALL STEEL CASING SLEEVE
UNDER 1350Ø CP STORM DRAIN.
REFER TO DETAIL C, SHEET 08
DO NOT DISTURB BOX CULVERT
EXPOSE 250Ø STORM LEAD PRIOR
TO CONSTRUCTION
I S S U E D F O R
T E N D E R
2019.12.173 RJS ISSUED FOR TENDER MTE
PAVE TO EXISTING EDGE
OF PAVEMENT
REPLACE ASPHALT CURB AS
REQUIRED
TIE TRENCH DAM INTO AIR
VALVE CHAMBER
INSTALL NEW 200Ø PVC PIPE @ 1.0%
CONTRACTOR TO LOCATE SERVICE
@ 505 EIGHTH STREET P/L PRIOR TO
CONSTRUCTION AND CONFIRM.
ELEVATION REPLACE SERVICE TO P/L
C/W INSPECTION CHAMBER.
TERMINATE 200Ø MAINLINE WITH
MANHOLE AS PER CoN DWG S-12
REPAINT EXISTING
LINEWORK AS REQUIRED
P.STEWART 2019.12.17
2019.12.10P.STEWART
2019.01.07R.SHEARER
M.ELLIOT 2019.01.11
SMH
D
D
SMH
SMH
SMH
DMHDMH
D
D
D
D
D
D
D
D
D
D
D
VIP
74731
VIP
74731
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
BRUCE AVE
200Ø AC
300Ø PVC
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
WW
W
525Ø CP
525Ø CP
1150Ø CMP
SP
SP
SP
150Ø AC
200Ø
P
VC
150Ø AC
150Ø AC
506 EIGHTH STREET
D
D
D
D
D
D
D
WW
WW
WW
WW
W
W
W
ASPHALT SIDEWALK
PP
CBG
CBGCBG
CBG
CBG
CBG
A
A
A
PP
LS
SIGN
SIGN
DIC
CBR
PP
WM
H
DMH
A
PP
DMH
WV
WV
WV
WV
WV
LS
DMH
SIC
SIGN
PP
DMH
LS
PP
WM
CBR
CBR
CBR
WV
WV
WV
WV
DMH
SIGN
LS
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
114Ø DP/PE
114Ø DP/PE
114Ø DP/PE
114Ø
D
P/P
E
50Ø
D
P/P
E
1304 CASSELL PL
1303 CASSELL PL
1302 CASSELL PL
1301 CASSELL PL
1204 CASSELL PL
1203 CASSELL PL
1202 CASSELL PL
1201 CASSELL PL
1104 CASSELL PL
1103 CASSELL PL
1102 CASSELL PL
1101 CASSELL PL
1004 CASSELL PL
1003 CASSELL PL
1002 CASSELL PL
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
D
LS
CBG
CBR
WV
DMH
X
X
X
X
X
X
L 4 PL VIP86965
874 BRUCE AVENUE
1150 x 820 C
SP
P
IP
E A
RC
H
L 2 PL VIP74483 877
BRUCE AVENUE
867 BRUCE AVENUE
L 18 PL 12870 840
BRUCE AVENUE
469 DEERING STREET
L 17 PL 12870
521 DEERING STREET
L 8 PL VIP60193
VIP74486
VIP74731
VIP74485
200Ø AC
300Ø PVC
DE
ER
IN
G S
T
DE
ER
IN
G S
T
200Ø
P
VC
ABD 150Ø AC
300Ø
P
VC
D
DD
D
D
D
W
W
W
W
W
W
D
D
D
1.8m CONCRETE SIDEWALK
EXTG PAVERS
REMOVE
FDC
200Ø PVC
1.8
m C
ON
CR
ET
E S
IDE
WA
LK
300Ø
PV
C
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
D
D
D
D
D
D
D
200Ø PVC
114.3 IP
50Ø DP/PE
114.3 IP
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
D
D
D
D
D
D
D
D
D
D
D
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
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
XX
X
X
X
X
X
X
SSIC 11
D
D
3.00
SMH E 0+266
E INV=31.00
S INV=30.98
N INV=30.97
RIM=32.75
SMH F 0+361
S INV=30.38
E INV=30.38
RIM=32.49
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
375Ø PVC SS
P5
200Ø
P
VC
S
S
P9
300Ø PVC SS
P6
200∅ PVC DR18
150∅
PVC
D
R18
WW
WW
WW
WW
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
200Ø PVC
Pipe - (145) (1) (1)
10.00
SSIC 7SSIC 8
SSIC 9SSIC 10
2+990
S
200∅ PVC DR18
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+320
0+330
0+340
0+350
0+360
0
+
3
7
0
0+
295
30.746
867 B
RU
CE
(2)
0+
301
30.730
867 B
RU
CE
(3)
SE
29.94
28
29
30
31
32
33
34
35
36
37
38
28
29
30
31
32
33
34
35
36
37
38
S 3
0.38
E 3
0.38
0+36
1
95m @ 0.63%
300Ø PVC DR 35
RIM
: 32.
49
SMHF
0+36
1
DEPTH 1.70m
DEPTH 1.58m
DEPTH 1.44m
DEPTH 1.50m
DEPTH 1.48m
DEPTH 1.66m
50∅
D
P/P
E
IN
V=
31.91
114.3 IP
IN
V=
31.91
114∅
D
P/P
E
IN
V=
32.80
E 3
1.00
S 3
0.98
N 3
0.97
0+26
6R
IM: 3
2.75
SMHE
0+26
6
200∅
P
VC
IN
V=
32.43
1150 x
820
A
RC
H
IN
V=
29.81
200∅
P
VC
IN
V=
31.00
200∅
P
VC
IN
V=
31.65
200∅
P
VC
IN
V=
30.33
200∅
P
VC
IN
V=
30.10
WA
T S
ER
V
IN
V=
31.34
ST
M S
ER
V
IN
V=
31.53
ST
M S
ER
V
IN
V=
31.52
114m @ 0.42%
375Ø PVC DR 35
0+
180
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+
320
0+
330
0+
340
0+
350
0+
360
0+
370
0+
375
ASPHALT
0.10m
0.70m
1.20m
2.40m
3.00m
SAND / GRAVEL
ROAD BASE
GRAVEL /
SAND FILL
SILT / CLAY
CLAY
SILT / SAND
1.50m
BH
04
0+
187
ASPHALT
0.15m
SAND ROAD BASE
0.50m
CLAY SILTY
1.80m
GRAVEL
2.90m
SILTY TILL
3.70m
BECOMES DRY
0+
273
BH
05
BH
06
0+
348
ASPHALT
0.10m
SAND / GRAVEL
ROAD BASE
0.70m
CLAY (WET)
1.70m
1.50m
2.10m
2.70m
CLAY (SILTY) 3.4m
SILT
CLAY (SILTY)
6m @ 6.94%
300Ø PVC
NW
29.
97W
29.
940+
367
RIM
: 31.
98
SMHG
0+36
7
200∅
P
VC
IN
V=
30.92
0+
206
31.521
506 E
IG
HT
H
0+
207
31.512
877 E
IG
HT
H
0+
217
31.443
AB
AN
DO
NE
D
0+
232
31.355
1204 C
AS
SE
LL
0+
254
31.224
877 B
RU
CE
8.4m @ 5.5%
250Ø PVC
0+
270
31.083
867 B
RU
CE
0+
333
30.612
840 B
RU
CE
0+
344
30.580
521 D
EE
RIN
G
PEAT (SILTY)
CLAY (GREY)
0+
348
30.560
521 D
EE
RIN
G (2)
SANITARY SERVICES INFORMATION
NAME
SSIC 5
SSIC 6
SSIC 7
SSIC 8
SSIC 9
ADDRESS
867 BRUCE AVE
867 BRUCE AVE (2)
840 BRUCE AVE
521 DEERING ST (2)
521 DEERING ST (3)
PIPE LENGTH
15.129
15.295
7.042
15.231
15.443
PIPE SIZE
0.100
0.100
0.100
0.100
0.100
PIPE MATERIAL
PVC
PVC
PVC
PVC
PVC
INVERT
30.90
30.91
30.70
30.60
30.55
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
\\S
TO
RA
GE
\C
IT
YP
RO
JE
CT
S\P
RO
D\D
ES
IG
N\541\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\02356_B
RU
CE
_A
VE
_S
S_P
RO
PO
SE
D12.12.2019
Date
Seal
BRUCE AVENUE UTILITY IMPROVEMENTS
SANITARY PLAN EIGHTH ST TO DEERING ST
STA0+180 - 0+370
1:250 1:50
-
0308
5220.01.C2378
24301
INVERT
ELEVATIONS
℄ ROAD
STATIONING
EXISTING SERVICE
WYES
I S S U E D F O R
T E N D E R
0
1:250
15m5NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
MA
TC
HL
IN
E 0
+1
82
FO
R C
ON
TIN
UA
TIO
N, S
EE
S
HE
ET
0
2
PROPOSED 200mm Ø PVC RELIEF
SEWER
INSTALL NEW
MANHOLE ON
DEERING ST
CAUTION: EXISTING GAS
CROSSING
CAUTION: 2x EXISTING GAS CROSSING
DP & IP. SEE PERMIT #4200017962. FOR
DETAILS. CONTACT FORTIS AT LEAST 72
HOURS PRIOR TO COMMENCING WORK
SCALE:PROPOSED SANITARY PLAN
1:250
FOR WATERMAIN INSTALLATION
DETAILS SEE SHEET 05
77H5246 BRUCE AVE &
WEBER ST
EL: 38.855
77H5244 BRUCE AVE &
EIGHTH ST
EL: 33.637
77H5273 BRUCE AVE &
SEVENTH ST
EL: 34.604
EXISTING GROUND
REPLACE CONCRETE CURB
AS REQUIRED (TYP)
REPLACE ASPHALT SIDEWALK
AS REQUIRED (TYP)
CONNECT 150Ø PVC
SERVICE TO NEW MAIN (TYP)
2019.01.231 RJS ISSUED FOR 50% DESIGN REVIEW MTE
APPROXIMATE TRENCH EXTENT.
REFER TO TRENCH DETAIL, SHEET 07
2019.02.272 RJS ISSUED FOR 95% DESIGN REVIEW MTE
3m OF 150mm CONCRETE
ENCASEMENT OVER BOX CULVERT
CROSSING PER CoN STD DWG T-6
REMOVE AND CAP
LAWNBASIN
BH 05
BH 04
REMOVE HEADWALL, INSTALL NEW
LAWNBASIN AND CONNECT TO
EXISTING CULVERT. INFILL DITCH.
CAP MAIN AND ABANDON
MANHOLE'S (TYP)
TIE INTO EXISTING CB LEAD.
EXPOSE AND CONFIRM ELEVATION
PRIOR TO CONSTRUCTION
BH 06
FOR EXTENT OF FULL WIDTH (10m) ROAD
HATCHING:
· REMOVE EXISTING PAVEMENT
· COMPACT AND RE-GRADE EXISTING
GRAVEL
· PAVE FULL WIDTH OF ROAD WITH
75mm THICK ASPHALT
TRENCH DAMS TO TIE INTO
CB LEAD
INSTALL TRENCH DAMS @ 10m
INTERVALS PER STD DWG T-8 (TYP)
STATION 0+235 - 0+255
ABANDONED SERVICE
EXISTING SANITARY MANHOLE
ABANDON AND CAP SERVICE
TO 505 EIGHTH STREET
(SALVATION ARMY CHURCH)
INACTIVE SERVICE
E08
FLOW CONTROL MANHOLE. SEE
DETAIL E SHEET 08
PROPOSED OVEREXCAVATION.
REFER TO DETAIL B, SHEET 0808B
2019.12.173 RJS ISSUED FOR TENDER MTE
PAVE TO EXISTING EDGE
OF PAVEMENT
RESTORE PEDESTRIAN
CROSSWALK
TIE INTO EXISTING MH,
REBENCH TO SUIT
CONTRACTOR TO LOCATE SERVICE
PRIOR TO CONSTRUCTION (TYP)
TRANSFER EXISTING
SERVICE (TYP)
REPAINT EXISTING LINEWORK
AS REQUIRED (TYP)
ABANDON EXISTING MANHOLE IN
PLACE. REFER TO DETAIL A,
SHEET 07
07A
P.STEWART 2019.12.17
2019.12.10P.STEWART
2019.01.07R.SHEARER
M.ELLIOT 2019.01.11
D08
REFER TO DETAIL D FOR
REHAB CURB OFFSET DETAIL
D
D
SMH
SMH
DMHDMH
WW
WW
WW
WW
WW
W
WW
W
D
D
D
D
DD
EPP20699
SS
SS
S
MURRAY ST
BR
UC
E A
VE
1
5
0
Ø
P
V
C
200Ø PVC
200Ø PVC
D
D
D
D
D
D
D
D
DD
DD
DD
D
WW
W
W
W
W
W
W
2
0
0
Ø
P
V
C
2
5
0
Ø
P
V
C
VIP84381
M
SP
200Ø PVC
D
D
D
D
D
D
D
D
D
D
D
D
W
W
W
W
W
W
W
CBG
A
A
A
PP
PP
DMH
WV
WV
WV
WV
LS
WM
DD
D
1304 CASSELL PL
1303 CASSELL PL
1302 CASSELL PL
1301 CASSELL PL
WW
W
SS
SS
S
D
D
D
D
D
D
D
D
DD
DD
DD
D
D
D
D
DD
D
DD
D
D
D
D
D
D
WW
W
M
WV
CBR
DIC
WM
WM
WM
CBR
DMH
DIC
WM
LS
CBG
CBR
WV
DMH
DMH
X
X
X
X
X
X
X
X
X
XXXXXX
X XX X X
XXX
DMH
HOUSE
GRAVEL DRIVEWAY
LANEWAY
LA
NE
WA
Y
PA
TH
PAVEMENT PARKING
MURRAY ST
L 5 PL VIP84379 471
MURRAY STREET
458 MURRAY STREET
L 2 PL VIP86965
463 MURRAY STREET
L 7 PL VIP84379
459 MURRAY STREET
L 8 PL VIP84379
467 MURRAY STREET
L 6 PL VIP84379
L 4 PL VIP86965
874 BRUCE AVENUE
462 MURRAY STREET
L 3 PL VIP86965
1150 x 820 CSP PIPE ARCH
L 2 P
L V
IP
74483 877
BR
UC
E A
VE
NU
E
867 B
RU
CE
A
VE
NU
E
VIP74486
VIP74731
VIP74485
EPP20652
200Ø
A
C
300Ø
P
VC
200Ø PVC
AB
D 150Ø
A
C
D
DD
D
WWW
W
W
D
D
D
1.8m
C
ON
CR
ET
E S
ID
EW
ALK
EX
TG
P
AV
ER
S
RE
MO
VE
FD
C
1.8m
C
ON
CR
ET
E S
ID
EW
ALK
300Ø
P
VC
WW
WW
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
GG
GG
GG
G
G
G
G
XX
XX
XX
XX
XX
XX
XX
XX
X
X
X
D
D
3.00
SMH E 0+266
E INV=31.00
S INV=30.98
N INV=30.97
RIM=32.75
S
SS
SS
SS
SS
S
SS
SS
SS
S
S
S
S
S
S S S S S S S
200Ø PVC SS
P9
200Ø PVC SS
P9
W
W
W
W
W
W
W
WW
W
WW
WW
200Ø
P
VC
Pipe - (145) (1) (1)
SMH H 0+266
W INV=29.97
E INV=29.97
RIM=31.81
20
0∅
PVC
D
R18
0+995 1+0001+020
1+0401+060
1+080 1+100
26
27
28
29
30
31
32
33
34
35
36
26
27
28
29
30
31
32
33
34
35
36
0+
98
5
0+
99
0
1+
00
0
1+
01
0
1+
02
0
1+
03
0
1+
04
0
1+
05
0
1+
06
0
1+
07
0
1+
08
0
1+
09
0
1+
10
0
1+
11
0
1+
12
0
DEPTH 1.02m
DEPTH 1.36m
W 2
9.97
E 2
9.97
1+08
4R
IM: 3
1.81
SMHH
1+08
4
200∅
AC
SAN
IN
V=
30.95
E 3
1.00
S 3
0.98
N 3
0.97
1+00
0R
IM: 3
2.75
SMHE
1+00
0
84m @ 1.22%
200Ø PVC DR 35
40
∅ P
E/D
PIN
V=
32.26
250
∅ P
VC S
TMIN
V=
30.61
150∅
PVC
STM
IN
V=
30.65
200∅
PVC
STM
IN
V=
30.50
DEPTH 1.02m
ASPHALT
0.15m
SAND / GRAVEL
ROAD BASE
0.50m
SILTY BASE
1.20m
SILTY CLAY
1.50m
SAND / GRAVEL
1.90m
SILTY CLAY
2.60m
SAND / GRAVEL
3.00m
SILT (TILL LIKE)
3.60m
END OF BH
4.60m
1+
08
2
BH
03
EX
CO
W 2
9.9
3
E 2
9.9
3
4m @ 1.14%
200Ø PVC
1+
08
7
1+050.00
28
29
30
31
32
33
34
28
29
30
31
32
33
34
0 100-10
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
\\S
TO
RA
GE
\C
IT
YP
RO
JE
CT
S\P
RO
D\D
ES
IG
N\541\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\02356_B
RU
CE
_A
VE
_S
S_P
RO
PO
SE
D12.12.2019
Date
Seal
BRUCE AVENUE UTILITY IMPROVEMENTS
SANITARY PLAN MURRAY ST LANE
STA 1+000 - 1+080
1:250 1:50
-
0408
5220.01.C2378
24302
INVERT
ELEVATIONS
℄ ROAD
STATIONING
0
1:250
15m5
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
REMOVE CLEANOUT, EXTEND
EXISTING 200Ø MAIN AND TIE IN
SERVICE BEFORE MANHOLE.
INSTALL NEW WYE FOR SERVICE
CAUTION: EXISTING GAS
CROSSING
SCALE:PROPOSED SANITARY PLAN
1:250
FOR WATERMAIN INSTALLATION
DETAILS SEE SHEET 05
REPLACE CONCRETE CURB
RESTORE CONCRETE
SIDEWALK PANELS
NEW 3.0m ROW FROM
EXISTING PROPERTY LINE.
TOTAL AREA = 191.97m²
77H5246 BRUCE AVE &
WEBER ST
EL: 38.855
77H5244 BRUCE AVE &
EIGHTH ST
EL: 33.637
77H5273 BRUCE AVE &
SEVENTH ST
EL: 34.604
REINSTATE STORM CB LEAD
AS REQUIRED
GAS INVERT APPROXIMATE ONLY.
CONTRACTOR TO CONFIRM
REMOVE & CAP EXISTING
SANITARY MAIN SEGMENT AS
REQUIRED
2019.01.231 RJS ISSUED FOR 50% DESIGN REVIEW MTE
2019.02.272 RJS ISSUED FOR 95% DESIGN REVIEW MTE
BH 05
08F
REPLACE APPROXIMATELY
82.5m OF FENCING. ALINE TO
PROPERTY LINE. REFER TO
DETAIL E, SHEET 08
I S S U E D F O R
T E N D E R
2019.12.173 RJS ISSUED FOR TENDER MTE
G-
G-
TYPICAL SECTION FOR
REINSTATEMENT REFER TO
SECTION F, THIS SHEET
EXISTING GROUND
GRAVEL DRIVEWAY
1150 x 820 CSP
ARCH CULVERT
PROPOSED 200Ø PVC
RELIEF SANITARY, MIN
1.0m FROM NEW FENCE
NEW PRIVACY FENCING.
REFER TO DETAIL E, SHEET 08
FUTURE LANDSCAPING BY
OTHERS. TYP BOTH SIDES
OF FENCE
SCALE:PROPOSED SANITARY PLAN
NTSF-
PAVE EXTENT OF
DISTURBED AREA
EXISTING CURB
LIM
IT
O
F P
R R
OW
AP
PR
OX
P
L
P.STEWART 2019.12.17
2019.12.10P.STEWART
2019.01.07R.SHEARER
M.ELLIOT 2019.01.11
EIG
HT
H S
T
D
D
SMH
SMH
SMH
DMHDMH
D
D
D
D
D
D
VIP
74
73
1
VIP
74
73
1
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
EIG
HT
H S
T
BRUCE AVE
AV
300Ø PVC
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
250Ø
P
VC
525Ø CP
525Ø CP
W
SP
SP
SP
SP
150Ø AC
150Ø AC
506 EIGHTH STREET
D
D
D
D
D
D
WW
WW
W
XX
XX
XX
XX
X
X
FE
NC
E
AS
PH
ALT
S
ID
EW
ALK
C
C
ASPHALT SIDEWALK
ASPHALT SIDEWALK
CNC
C
N
C
TE
L M
H
W
WW
CBG
CBG
WM
H
WV
WV
WV
WV
WV
SIGN
A
A
A
PP
LS
SIGN
CBR
SIGN
DMH
PP
FH
SIGN
DMH
SIGN
SIGN
DIC
CBR
PP
WM
H
DMH
A
PP
DMH
WV
WV
WV
WV
WV
LS
LS
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
114Ø DP/PE
114Ø
D
P/P
E
1304 CASSELL PL
1303 CASSELL PL
1302 CASSELL PL
1301 CASSELL PL
1204 CASSELL PL
1203 CASSELL PL
1202 CASSELL PL
1201 CASSELL PL
1104 CASSELL PL
1103 CASSELL PL
1102 CASSELL PL
1101 CASSELL PL
1004 CASSELL PL
1003 CASSELL PL
1002 CASSELL PL
1001 CASSELL PL
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
D
LS
CBG
CBR
WV
DMH
X
X
X
X
X
L 4 PL VIP86965
874 BRUCE AVENUE
1150
x 820
C
SP
P
IP
E A
RC
H
L 2 PL VIP74483 877
BRUCE AVENUE
VIP74486
VIP74731
VIP74485
200Ø AC
300Ø PVC
300Ø
P
V
C
20
0Ø
P
VC
ABD 150Ø AC
300Ø PVC
300Ø
P
VC
25
0Ø
P
VC
300Ø
P
VC
D
DD
D
W
W
W
W
W
W
W
D
D
D
D
1.8m CONCRETE SIDEWALK
EXTG PAVERS
REMOVE
FDC
1.8
m C
ON
CR
ET
E S
IDE
WA
LK
300Ø
PV
C
W
W
W
W
W
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
D
D
D
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
X
X
X
X
X
D
D
2+100
1+995
2+000
2+010
2+020
2+030
2+040
2+050
2+060
2+070
2+080
2+090
2+100
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
375Ø PVC SS
P5
375Ø PVC SS
P5
200Ø
P
VC
S
S
P9
200∅ PVC DR18
150∅
PVC
D
R18
WW
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
200Ø PVC
Pipe - (145) (1) (1)
W
10.00
200∅ PVC DR18
26
27
28
29
30
31
32
33
34
35
36
PR
S
AN
S
ER
VIC
E
IN
V=
31.70
PR
S
AN
S
ER
VIC
E
IN
V=
31.34
114∅
DP/
PEIN
V=
32.80
250∅
CB
LEAD
IN
V=
32.75
300
∅ C
B LE
ADIN
V=
32.47
ST
OR
M M
AIN
IN
V=
29.82
1+
98
5
1+
99
0
2+
00
0
2+
01
0
2+
02
0
2+
03
0
2+
04
0
2+
05
0
2+
06
0
2+
07
0
2+
08
0
2+
09
0
2+
10
0
2+
11
0
2+
12
0
MA
IN
A
T E
X. T
EE
AT
T
EE
(2
)
55.4m
200∅ PVC DR18 C900
@ 1.11%
4.1m
300∅ PVC DR18 C900
@ 1.32%
AT
R
ED
UC
ER
(1
)
GA
TE
V
AL
VE
(1
)
IN
V=
32
.3
3m
AT
T
EE
(3
)
WIT
H 2
00
C
OU
PL
ER
32
.3
64
T
IE
IN
TO
E
XIS
TIN
G
2+
00
43
2.3
10
V
.D
EF
LE
CT
0
.2°
2+
08
93
1.4
61
V
ER
TIC
AL
B
EN
D (2
) 2
2.5
°
2+
09
13
1.4
48
V
.D
EF
LE
CT
0
.3°
2+
09
93
1.4
02
T
IE
IN
T
O E
X W
M
2+
05
93
1.7
14
V
.D
EF
LE
CT
1
.1
°
2+
08
73
0.8
97
V
ER
TIC
AL
B
EN
D (1
) 2
2.5
°
DEPTH 1.18m
DEPTH 1.20m
DEPTH 1.18m
EX
S
AN
S
ER
V
IN
V=
31.51
GA
TE
V
AL
VE
(2
)
IN
V=
31
.4
8m
0.7m 200∅ PVC DR18
C900 @ 0.22%
WP4 - 28.1m
200∅ PVC DR18 C900
@ 2.88%
0.7m 200∅ PVC
DR18 C900 @ 0.22%
8.1m 200∅ PVC
DR18 C900 @ 0.62%
DEPTH 1.60m
APPURTENANCE SCHEDULE
APPURTENANCE NAME
GATE VALVE (1)
GATE VALVE (2)
GATE VALVE (3)
GATE VALVE (4)
APPURTENANCE DETAILS
200 HxH
150 HxH
200 HxH
200 HxH
STATION
2+004
2+059
2+090
2+091
FITTING SCHEDULE
FITTING NAME
COUPLING 1
REDUCER (1)
COUPLING (2)
TEE (1)
VERTICAL BEND (1)
COUPLING (3)
BEND (2)
VERTICAL BEND (2)
TEE (2)
BEND (1)
COUPLING (4)
FITTING DETAILS
300 PVC TO PVC
300 x 200
150 PVC TO PVC
200x200x150 HxHxH
200x200 HxH
200 PVC TO PVC
200 45°
200x200 HxH
200x200x200 HxHxH
200 45°
200 PVC TO PVC
STATION
2+001
2+004
2+059
2+059
2+088
2+088
2+088
2+089
2+091
2+091
2+099
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
\\S
TO
RA
GE
\C
IT
YP
RO
JE
CT
S\P
RO
D\D
ES
IG
N\541\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\02356_B
RU
CE
_A
VE
_S
S_P
RO
PO
SE
D12.12.2019
Date
Seal
BRUCE AVENUE UTILITY IMPROVEMENTS
WATER PLAN EIGHTH ST TO 874 BRUCE AVE
STA 2+000 - 2+100
1:250 1:50
-
0508
5220.01.C2378
24303
INVERT
ELEVATIONS
℄ ROAD
STATIONING
0
1:250
15m5
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
SCALE:PROPOSED WATER PLAN
1:250
REMOVE EX. AC SECTION AND TIE IN
WITH 300Ø PVC STUB TO SUIT AT
EXISTING FIRE HYDRANT TEE.
LOCATE PRIOR TO CONSTRUCTION
CAP AND ABANDON EXISTING
WATERMAIN AT TIE-IN CAP AND ABANDON EXISTING
WATERMAIN AT TIE-IN
REMOVE EX. AC SECTION AND TIE IN
WITH:
· 1 - 200Ø DR 18 PVC STUB (WP 4),
LENGTH TO SUIT TIE-IN
· 1 - 200Ø PVC COUPLING (4)
CONFIRM ELEVATION PRIOR TO
CONSTRUCTION
MON 77H5273 NOT TO BE
DISTURBED
77H5246 BRUCE AVE &
WEBER ST
EL: 38.855
77H5244 BRUCE AVE &
EIGHTH ST
EL: 33.637
77H5273 BRUCE AVE &
SEVENTH ST
EL: 34.604
REMOVE EX. PVC SECTION AND INSTALL:
· 1 - 200Ø H x 200Ø F x 200Ø F TEE (2)
· 2 - 200Ø FxH GATE VALVE (3 & 4)
· 2 x 45° 200Ø BENDS (1 & 2)
CONNECT TO FIRE LATERAL WITH
· 1 - 200Ø H x 200Ø H x 150Ø F TEE (1)
· 1 - 150Ø DR 18 PVC LATERAL (WP 5)
· 1 - 150Ø FxH GATE VALVE (2)
· 1 - 300Ø PVC COUPLING (2)
· THRUST BLOCK AS PER CITY OF
NANAIMO STD DETAIL DWG W-8
NEW WATERMETER AND BOX
REPLACE CONCRETE CURB
RESTORE SIDEWALK PANELS
CAUTION: EXISTING GAS
CROSSING
EXISTING GROUND
PROPOSED WATERMAIN
PROFILE
PROPOSED
· 1 - 200Ø FxH GATE VALVE (1)
· 1 - 200Ø F x 300Ø H REDUCER (1)
1150 x 820 CS PIPE ARCH
2019.01.231 RJS ISSUED FOR 50% DESIGN REVIEW MTE
200Ø PVC STUB, LENGTH
TO SUIT TIE IN
WP2 - 55.36m
200Ø PVC DR18 C900
@ 0.72%
2019.02.272 RJS ISSUED FOR 95% DESIGN REVIEW MTE
PAVE TRAVEL LANES
REMOVE EX. PVC SECTION AND TIE IN
WITH:
· 1 - 200Ø DR 18 PVC STUB, LENGTH
TO SUITE TIE-IN (WP 6)
· 1 - 200Ø PVC COUPLING (3)
APPROXIMATE EXISTING
WATERMAIN PROFILE
USE 2 X 22.5° VERTICAL
BEND AVOID CONFLICT
WITH EXISTING MAIN
200x200 HxH 22.5° VERTICAL BEND X 2.
REFER TO PROFILE FOR DETAIL
I S S U E D F O R
T E N D E R
2019.12.173 RJS ISSUED FOR TENDER MTE
CLOSE VALVES AND REMOVE
NELSON BOXES
P.STEWART 2019.12.17
2019.12.10P.STEWART
2019.01.07R.SHEARER
M.ELLIOT 2019.01.11
WRAP JOINTS NEAR
SANITARY SERVICE
JOINT RESTRAINTS TO BEINSTALLED:
· 5° - 1m EITHER SIDE· 11.25° - 1m EITHER SIDE· 22.50° - 2m EITHER SIDE· 45.00° - 4m EITHER SIDE· TEE - 6m ALL SIDES
VANCOUVER ISLAND HEALTHAUTHORITY WATER SUPPLY
SYSTEM CONSTRUCTION PERMIT------
300Ø PVC COUPLING (1)
RESTRAIN 6m TO FIT TEE
NO
VA
S
T
DE
ER
IN
G S
T
BRUCE AVE
SMH
SMH
S
S
S
S
S
S
S
200Ø UN
D
D
D
D
D
DDD
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
WW
W
WW
450Ø CP
W
150Ø
A
C
200Ø
P
VC
150Ø AC
493 NOVA STREET
826 BRUCE AVENUE828 BRUCE AVENUE
830 BRUCE AVENUE
530 DEERING STREET
L 1 PL 12870
L 2 PL 12870
L 3 PL 12870L 4 PL 12870
L 3 PL 10821
D
D
D
D
D
D
D
D
D
WW
W
CBG
DMH
SIC
SIGN
PP
CBR
CBR
WV
WV
WV
WV
DMH
CBR
CBR
CBR
SMH
PP
A
WM
SIC
WM
PP
SIGN
CBR
CBG
WM
CBG
PP
SIC
WM
WM
CBR
FH
SIGN
WV
WV
WV
WV
WV
WV
SMH
PP
D
D
D
50Ø
D
P/P
E
W
W
W
W
W
W
W
W
W
W
827 BRUCE AVENUE
L 2 PL 10821
825 BRUCE AVENUE
L 1 PL 10821
D
D
W
W
D
D
D
200Ø PVC
200Ø PVC
200Ø PVC
D
D
DD
D
D
D
D
D
D
D
114.3 IP
50Ø DP/PE
114.3 IP
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
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
G
G
G
G
G
G
X
XX
X
S
S
S
S
S
S
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
2+990
3+000
3+020
3+040
3+060
3+080
S
S
S
S
S
S
S
S
S
S
28
29
30
31
32
33
34
35
36
37
38
28
29
30
31
32
33
34
35
36
37
38
2+
97
5
2+
98
0
2+
99
0
3+
00
0
3+
01
0
3+
02
0
3+
03
0
3+
04
0
3+
05
0
3+
06
0
3+
07
0
3+
08
0
3+
09
0
3+
10
0
3+
00
03
1.2
17
T
IE
IN
T
O E
X W
M
3+
07
53
2.1
17
T
IE
IN
T
O E
X W
M
200∅
UN
STM
IN
V=
31.90
50∅
UN
SAN
IN
V=
31.00
50∅
UN
SAN
IN
V=
31.25
200∅
UN
STM
IN
V=
32.40
200∅
UN
STM
IN
V=
32.80
74.7m
200∅ PVC DR18 C900
@ 1.21%
FITTING SCHEDULE
FITTING NAME
COUPLING (5)
COUPLING (6)
FITTING DETAILS
200 PVC TO PVC
200 PVC TO PVC
STATION
3+000
3+075
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
\\S
TO
RA
GE
\C
IT
YP
RO
JE
CT
S\P
RO
D\D
ES
IG
N\541\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\02356_B
RU
CE
_A
VE
_S
S_P
RO
PO
SE
D12.12.2019
Date
Seal
BRUCE AVENUE UTILITY IMPROVEMENTS
WATER PLAN DEERING ST TO NOVA ST
STA 3+000 - 3+080
1:250 1:50
-
0608
5220.01.C2378
24304
INVERT
ELEVATIONS
℄ ROAD
STATIONING
0
1:250
15m5
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
SCALE:PROPOSED WATER PLAN
1:250
CAP AND ABANDON EXISTING
WATERMAIN AT TIE-IN
CAP AND ABANDON EXISTING
WATERMAIN AT TIE-IN
APPROXIMATE TRENCH EXTENT.
REFER TO TRENCH DETAIL, SHEET 07
FOR SANITARY INSTALLATION
DETAILS REFER TO SHEET 03
77H5246 BRUCE AVE &
WEBER ST
EL: 38.855
77H5244 BRUCE AVE &
EIGHTH ST
EL: 33.637
77H5273 BRUCE AVE &
SEVENTH ST
EL: 34.604
NEW WATERMETER AND BOX. PROVIDE
TEMPORARY OVERLAND WATER
SERVICING AS REQUIRED (TYP)
RESTORE ASPHALT CURB &
SIDEWALK AS REQUIRED (TYP)
EXISTING GROUND
PROPOSED WATERMAIN
PROFILE
2019.01.231 RJS ISSUED FOR 50% DESIGN REVIEW MTE
200Ø PVC STUB, LENGTH
TO SUIT TIE IN
2019.02.272 RJS ISSUED FOR 95% DESIGN REVIEW MTE
REMOVE EX. PVC SECTION AND TIE IN
WITH:
· 1 - 200Ø DR 18 PVC STUB, LENGTH
TO SUIT TIE-IN
· 1 - 200Ø PVC COUPLING (6)
LOCATE EXISTING MAIN PRIOR TO
CONSTRUCTION
REMOVE EX. PVC SECTION AND TIE IN
WITH:
· 1 - 200Ø DR 18 PVC STUB, LENGTH
TO SUIT TIE-IN
· 1 - 200Ø PVC COUPLING (5)
LOCATE EXISTING MAIN PRIOR TO
CONSTRUCTION
REPLACE ASPHALT CURB AS
REQUIRED (TYP)
I S S U E D F O R
T E N D E R
2019.12.173 RJS ISSUED FOR TENDER MTE
PAVE TO EXISTING EDGE
OF PAVEMENT
P.STEWART 2019.12.17
2019.12.10P.STEWART
2019.01.07R.SHEARER
M.ELLIOT 2019.01.11
JOINT RESTRAINTS TO BEINSTALLED:
· 5° - 1m EITHER SIDE· 11.25° - 1m EITHER SIDE· 22.50° - 2m EITHER SIDE· 45.00° - 4m EITHER SIDE· TEE - 6m ALL SIDES
VANCOUVER ISLAND HEALTHAUTHORITY WATER SUPPLY
SYSTEM CONSTRUCTION PERMIT--------
NO
VA
S
T
DE
ER
IN
G S
T
BRUCE AVE
R7.50
R3.00
R5.00
15.0
15.0
SMH
SMH
S
S
S
S
S
S
S
493 NOVA STREET
826 BRUCE AVENUE828 BRUCE AVENUE
830 BRUCE AVENUE
530 DEERING STREET
L 1 PL 12870
L 2 PL 12870L 3 PL 12870
L 4 PL 12870
L 3 PL 10821
CBG
CBGCBG
DMH
SIC
SIGN
DMH
LS
CBR
CBR
CBR
WV
WV
WV
WV
DMH
CBR
CBR
CBR
SMH
WM
SIC
WM
SIGN
CBR
CBG
WM
CBG
SIC
WM
WM
CBR
FH
SIGN
WV
WV
WV
WV
WV
SMH
SIGN
WM
CBR
SMH
CBG
CBR
WM
L 18 PL 12870 840
BRUCE AVENUE
469 DEERING STREET
L 17 PL 12870
521 DEERING STREET
L 8 PL VIP60193
827 BRUCE AVENUE
L 2 PL 10821
825 BRUCE AVENUE
L 1 PL 10821
510 NOVA STREET
L 1 PL 37154
818 BRUCE AVENUE
L 18 PL 1765
X
X
X
X
XX
X
X
X
X
X
X
XX
X
X
X
X
X
15.0
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
BRUCE AVE
CBR
CBG
CBR
FH
SIGN
WV
WV
WV
WV
WV
SMH
SIGN
CBR
SIGN
CBR
SIC
WM
WM
CBR
SMH
SMH
CBG
CBG
CBG
CBR
WM
CBR
CBR
SIGN
SIGN
FH
WV
CBR
SIGN
SIGN
SIGN
SIGN
SIGN
DMH
CBR
WV
WV
WV
WV
SMH
510 NOVA STREET
L 1 PL 37154
815 BRUCE AVENUE
L 2 PL 37154
812 BRUCE AVENUE
L 16 PL 1765
814 BRUCE AVENUE
L 17 PL 1765
818 BRUCE AVENUE
L 18 PL 1765
505 SEVENTH STREET
L 10 PL 7863
499 SEVENTH STREET
L A PL VIP86452
NO
VA
S
T
NO
VA
S
T
SE
VE
NT
H S
T
SE
VE
NT
H S
T
1.8
3.40
3.40
1.60
3+080
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
\\S
TO
RA
GE
\C
IT
YP
RO
JE
CT
S\P
RO
D\D
ES
IG
N\541\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\02356_B
RU
CE
_A
VE
_S
S_P
RO
PO
SE
D12.13.2019
Date
Seal
BRUCE AVENUE UTILITY IMPROVEMENTS
LINES AND SIGNS
1:250 1:50
0708
24305
0
1:250
15m5
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
CENTRELINE MOVED APPROXIMATELY
1.0m EAST FOR BIKELANE
ADJUST STOP BAR
INSTALL RB-91
BIKE LANE
CENTRELINE
BIKE LANE
MULTI-USE SHOULDER
TRAVEL LANE
TRAVEL LANE
CENTRELINE
BIKE LANE
MULTI-USE SHOULDER
TRAVEL LANE
TRAVEL LANE
REMOVE EXISTING
RB-92 BIKE LANE
ENDS SIGN AND
REUSE BEFORE
EIGHTH AND BRUCE
INTERSECTION
ENDS
MON 77H5273
N 5444291.695
E 430747.016
ELV: 34.604
ERADICATE EXISTING
CENTRELINE AS REQUIRED
100mm WIDE SOLID YELLOW
PAINTED CENTRELINE (TYP.)
ERADICATED EXISTING
CENTRELINE AS REQUIRED
INSTALL RB-91
BIKE LANE SIGN
CENTRELINE
BIKE LANE
MULTI-USE SHOULDER
TRAVEL LANE
TRAVEL LANE
150mm WIDE SOLID YELLOW
PAINTED CENTRELINE (TYP.)
100mm WIDE SOLID WHITE
PAINTED LANE LINE (TYP.)
PARKING
600mm WIDE WHITE
THERMOPLASTIC GORING WITH
3.5m SPACING AS SHOWN (TYP.)
CENTRELINE
BIKE LANE
MULTI-USE SHOULDER
TRAVEL LANE
TRAVEL LANE
WHITE THERMOPLASTIC BICYCLE
& DIAMOND SYMBOL 10m FROM
INTERSECTION (TYP)
SCALE:LINES AND SIGNS PLAN VIEW 1
1:250
SCALE:LINES AND SIGNS PLAN VIEW 2
1:250
2019.12.031 RJS ISSUED FOR 50% DESIGN MTE
77H5246 BRUCE AVE &
WEBER ST
EL: 38.855
77H5244 BRUCE AVE &
EIGHTH ST
EL: 33.637
77H5273 BRUCE AVE &
SEVENTH ST
EL: 34.604
3.4
3.4
1.5
WHITE THERMOPLASTIC BICYCLE
& DIAMOND SYMBOL 10m FROM
INTERSECTION (TYP)
ERADICATE FOR DASHING
TIE INTO EXISTING PAINT
MARKINGS AT QUALITY FOODS
I S S U E D F O R
T E N D E R
2019.12.172 RJS ISSUED FOR TENDER MTE
300mm WIDE WHITE
THERMOPLASTIC
CROSSWALK (TYP)
1.8
NEW STOP BAR
P.STEWART 2019.12.17
2019.12.10P.STEWART
2019.01.07R.SHEARER
M.ELLIOT 2019.01.11
RE-TIE IN EXISTING WHITE
LINE
CAP EXISTING SEWER WITHCONCRETE
FILL BARREL WITH DRAIN ROCK
REMOVE RISER OR BREAK MANHOLETO MIN 0.5m OF EXISTING GROUND
GEO-FABRIC TO BE INSTALLED MIN.1.0M PAST EXISTING CONCRETEMANHOLE
RESTORE SURFACE AS PER CON STD9.06.1 "COLLECTOR" FOR TRAVELLEDAREAS. IMPORT GRANULAR TO SURFACEFOR NON-TRAVELLED ARAS
1.00m MIN
REMOVE MANHOLE FRAME COVERAND LID AND DISPOSE OF OFF SITE
EXISTING CONCRETE MANHOLE 0.5m MIN.
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
\\S
TO
RA
GE
\C
IT
YP
RO
JE
CT
S\P
RO
D\D
ES
IG
N\541\03 D
RA
WIN
GS
\01 C
UR
RE
NT
\02356_B
RU
CE
_A
VE
_S
S_P
RO
PO
SE
D12.13.2019
Date
Seal
BRUCE AVENUE UTILITY IMPROVEMENTS
DETAILS
AS NOTED NTS
-
0808
5220.01.C2378
24306
0
1:25
1500mm5000
NOTES:
1. FOR GENERAL NOTES, SEE SHT 01.
EMBED POSTS IN 300mm x 300mmFORM BOX WITH CONCRETE 50mmABOVE GRADE, DEPTH OF 600mm
1500 SPAN BETWEEN POSTS
75
300
150 x 25 CEDAR BOARD150(TYP)
NOTES:
1.ALL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN.
d/2+375+H/10 d/2+375+H/10
MAXIMUM ALLOWABLE
TRENCH WIDTH
10
0
(M
IN
.)
H
30
0
MAX. d+600
MIN. d+300
d
150 (MINIMUM)
300 (MAXIMUM)
UNTRAVELLED AREAS TRAVELLED AREAS
d = OUTSIDE DIAMETER
REFER TO STD. DWG. T-4 AND T-4A,
SECTION 4.28 AND 4.29 FOR FURTHER
PAVEMENT RESTORATION DETAILS.
ROAD STRUCTURE RESTORATION
TO SECTION 4.27.
APPROVED SUB BASE
VERTICAL TRENCH TO EXTEND 100
(MIN.) ABOVE TOP OF PIPE.
100 (MINIMUM) 150 (MINIMUM)
IN ROCK EXCAVATION.
REFER TO SECTION 4.27 FOR
SURFACE RESTORATION.
20
0-3
00
SEPARATE BEDDING AND TRENCH
ROCK WITH NONWOVEN
GEOTEXTILE NILEX 4545 OR
APPROVED EQUAL
75mm MINUS CLEAR FRACTURED
ROCK
COMPACTED PEA GRAVEL OR
TYPE 2 BEDDING TO SECTION 4.17.
2019.01.231 RJS ISSUED FOR 50% DESIGN REVIEW MTE
77H5246 BRUCE AVE &
WEBER ST
EL: 38.855
77H5244 BRUCE AVE &
EIGHTH ST
EL: 33.637
77H5273 BRUCE AVE &
SEVENTH ST
EL: 34.604
SCALE:ABANDON MANHOLE DETAIL
1:25A02
SCALE:FLOW CONTROL MANHOLE DETAIL
NTSE02
SCALE:OVEREXCAVATION TRENCH DETAIL
NTSB02
30
0
TY
P
INV = 30.97
PWWF = 58 L/S
INV = 30.98
PWWF = 86 L/S
STEEL CARRIER PIPE. SMOOTHINTERIOR WALL
RACI SPACER OR APPROVEDEQUAL
375Ø PVC DR35 SANITARYSEWER
SCALE:CASING UNDER BOX CULVERT
NTSC02
CASING PIPE· OUTSIDE DIA: 508mm· MIN WALL THICKNESS: 4.8mm· PIPE SPECIFICATIONS: 241 MPa MIN YIELD STRENGTH· LENGTH: 4.0m
CARRIER PIPE· SPECIFICATION: DR35 PVC· CONTENTS: SANITARY SEWAGE
NOTE: BOTH ENDS OF CASING TO HAVE RUBBER/NEOPRENE END SEALS TIED TO BOTH PIPES WITHSTAINLESS STEEL STRAPS/CLAMPS
SCALE:WOOD FENCE PRIVACY - GENERAL ARRANGEMENT
NTSF03
TOP STRINGER
GALVANIZED BOLTS
BOTTOM STRINGER(TO MATCH STOPSTRINGER)
9.5mm Ø (38") x 150mm GALVANIZED
SUPPORT BOLT c/w NUT (DRILLTHROUGH PIPE)
1800
±50
450
1905
±
265
CONCRETE FOOTINGS:MIX: AGGREGATE, SAND AND PORTLAND CEMENT (4:2:1)MINIMUM COMPRESSIVE STRENGTH 18 MPa.
STEEL POSTS:POSTS TO BE 75mm O.D. GALVANIZED STANDARDWEIGHT TUBING.
1
1
1SCALE: NTS
SECTIONSCALE: NTS
TYPICAL ELEVATION
I S S U E D F O R
T E N D E R
2019.12.172 RJS ISSUED FOR TENDER MTE
375Ø PVC 300Ø PVC
INV = 31.00
PWWF = 28 L/S
20
0Ø
P
VC
P.STEWART 2019.12.17
2019.12.10P.STEWART
2019.01.07R.SHEARER
M.ELLIOT 2019.01.11
CUT ASPHALT 300 (MIN.) BACK
FROM TRENCH WALL.
HOT-MIX ASPHALT TO
MATCH EXISTING 75 (MIN.)
300
(MIN.)
SCALE:CURB OFFSET REHAB DETAIL
NTSD02
1000 GRIND@ 38mm DEPTH
75mm ASPHALT
100mm BASE
150mm SUBBASE
300 OFFSETFROMCURB
600 SAWCUTFROM CURB
2%
ASPHALT SIDEWALK
CONCRETE CURB (ONEXISTING ASPHALT)
