plan section a-a...linear underground infrastructure manager, design & construction dan...
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EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
02019720287 309770.663 4845842.900 N/A
N/A308117.036 02019774504 4845240.471
N/A309857.516 02019784194 4845230.631
12319652401 186.471309752 4845741
Basement Flooding Protection Program
Linear Underground Infrastructure
Manager, Design & Construction
DAN CAMPEANU, P.ENG.
02020060047 308089.089 4845332.408 N/A
12319652406
12319652411
12319653507
308072 4845434 194.391
309155 4845247 189.922
307904 4845804 196.685
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
SURVEY(2016) y17397svy.dgn
y17397stm.dgn, y17397stmpf.dgn, y17397ssc.dgn
y17397ugs.dgn
y17397top.dgn
y17397psl.dgn 0 JAN. 25/19 DBISSUED FOR TENDER
1 MAR. 19/19 DBADDENDUM 1
MUD MAT
SILT SACK DETAIL
DETAILS
5018-04388-008
(THIS P
AG
E)
SE
E D
ET
AIL
1
1MODIFICATIONSPECIFICATION WSP PROJECT
(THIS P
AG
E)
SE
E D
ET
AIL
1
1WSP PROJECT SPECIFICATION MODIFICATION
(THIS P
AG
E)
SE
E D
ET
AIL
1
WSP PROJECT SPECIFICATION MODIFICATION1
D= 0.60 m (MIN.)
(IF REQUIRED)
SAFETY PLATFORM
2.10 m IS PERMITTED A MINIMUM HEADROOM OF
IF MANHOLE IS SHALLOW
D= 2.80 m (MIN.)
SECTION HEIGHT REQUIREMENTSMAINTENANCE HOLE RISER
D= 2.0 m (MIN.)
ALREADY 2.0 m FROM SURFACEIS PERMITTED IF PLATFORM IS A MINIMUM HEADROOM OF 2.1 m
D= 2.80 m (MIN.)
N.T.S.
DESIGN
NUMBER
DRAWINGSCALE SHEET
DRAWN CHECKED
DATE
JC/RS
19/03/2019 X:\DIV10\10-16086 Basement Flooding\MUN Phase 3\Area 19\f\projects\Amos Crescent\MASTER\y17385m8.dgn
ACDB/AC
OF 74
19ECS-LU-09FPCONTRACT No.
MARCH 19, 2019
AA
WATER LEVEL
APPROXIMATE 2-YEAR
AS INDICATED ON DRAWINGS
ACCORDANCE TO CITY STD T-1003.01. TYPE
INSTALL EXTERNAL DROP STRUCTURE IN
PIPE INVERT
UPSTREAM TOP
SECTION A-APLAN
DIAMETER PIPES.
OBVERT FOR ALL LARGE
TO STD. T-701.021 AND MATCH
BENCHING TO BE IN ACCORDANCE
LARGEST DIAMETER PIPE.
BENCHING ELEVATION OF THE
CHANNELLED TO MATCH
DIAMETER PIPES TO BE
INCOMING OR OUTGOING SMALL
N.T.S.
SIGNIFICANT PIPE DIAMETER CHANGE AT MANHOLE BENCHING CLARIFICATION DETAIL FOR
PLUNGING LOSSES.
WATER LEVEL IN ORDER TO MINIMIZE
ELEVATIONS ARE DERIVED BASED ON 2 YEAR
UNLESS CLEARLY INDICATED. INVERT
STRUCTURE TO OUTGOING PIPE OBVERT
DRAWINGS. DO NOT INSTALL DROP
DROP PIPE INVERT AS INDICATED ON
N.T.S.
EXTERNAL DROP STRUCTURE CLARIFICATION DETAIL
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
02019720287 309770.663 4845842.900 N/A
N/A308117.036 02019774504 4845240.471
N/A309857.516 02019784194 4845230.631
12319652401 186.471309752 4845741
Basement Flooding Protection Program
Linear Underground Infrastructure
Manager, Design & Construction
DAN CAMPEANU, P.ENG.
02020060047 308089.089 4845332.408 N/A
12319652406
12319652411
12319653507
308072 4845434 194.391
309155 4845247 189.922
307904 4845804 196.685
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
SURVEY(2016) y17397svy.dgn
y17397stm.dgn, y17397stmpf.dgn, y17397ssc.dgn
y17397ugs.dgn
y17397top.dgn
y17397psl.dgn 0 JAN. 25/19 DBISSUED FOR TENDER
1 MAR. 19/19 DBADDENDUM 1
51
DETAILS
ALUMINUM RAILING WITHIN MANHOLE
1.07 m
TOP RAIL NON-CONCURRENT.
0.75KN/M OR 1KN AND A VERTICAL 1.5KN/M ON
5) GUIDERAIL IS DESIGNED PER OBC 4.1.5.15 TO WITHSTAND A HORIZONTAL
4) SURFACE FINISH FOR HANDRAIL IS CLEAR SATIN ANODIZE.
3) WELDED SUFACES REMAIN AS WELDED.
2) WELDING SHALL CONFORM TO CSA W47.2 CSA W59.2
COATS OF BITUMINOUS PAINT.
1)ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE SHALL RECEIVE 2
NOTE:
ADMINISTRATOR FOR REVIEW PRIOR TO INSTALLATION
PROVIDE STAMPED SHOP DRAWINGS TO CONTRACT
DETAIL FOR REFERENCE ONLY. CONTRACTOR TO NOTE:
SEE NOTE #8
N.T.S.
(NOTES 1 TO 12 REFER TO STANDARD DETAIL)
DROP STRUCTURE DETAIL
200 mm TO 150 mm REDUCER FITTING
MODIFIED T-1003.01
18-04388-009
DESIGN; CONCRETE POURING PLANS FOR ENGINEER TO REVIEW AND APPROVAL.
DAMAGE TO MANHOLE STRUCTURES. CONTRACTOR TO SUBMIT CONCRETE MIX
HYDRATION PROCESS TO AVOID EXCESSIVE SHRINKAGE SURFACE CRACKS OR
SHALL CONSIDER THE HEATING RELEASING OF LARGE VOLUME CONCRETE
CONCRETE POURING QUANTITIES PER PER POUR, POURING SEQUENCE DESIGN
CONCRETE COVER TO HAVE WOOD FLAT FINISH. CONCRETE MIX DESIGN,
WITH 152 mm X 152 mm MW13.3 X MW13.3 WELDED WIRE MESH, 50 mm MIN.
30 MPA NORMAL DENSITY CONCRETE BENCHING SURFACE TO BE REINFORCED
N.T.S.
DESIGN
NUMBER
DRAWINGSCALE SHEET
DRAWN CHECKED
DATE
JC/RS
19/03/2019 X:\DIV10\10-16086 Basement Flooding\MUN Phase 3\Area 19\f\projects\Amos Crescent\MASTER\y17385m9.dgn
ACDB/AC
OF 74
19ECS-LU-09FPCONTRACT No.
MARCH 19, 2019
148.12°
148.12°
90.2°
89.94°
PROPOSED 675 mm RCP
I.E. 191.44
PR
OP
OS
ED 3
75 m
m R
CP
S.I.E 191.850
FRAME & COVER STD. OPSD 401.010 TYPE A
BENCHING TO BE IN ACCORDANCE WITH STD. T-701.021
1500 mm PRECAST MAINTENANCE HOLE
192.115
192.115
192.105 192.950I.E. 191.860
191.935
192.085
HOLE IN ACCORDANCE TO STD. T-708.020
PIPE TO BE CONNECTED TO MAINTENANCE BENCHING LADDERS
RAILINGS TO BE EMBEDDED WITHIN
(SUE C)
EXISTING E.I.E 191.41
TO PROPOSED MANHOLE
WITH APPROVED WATERTIGHT COUPLING
CONNECT EXISTING 525 mm STORM SEWER
3600 mm PRECAST MAINTENANCE HOLE
EXISTING S. I.E. 180.71 (SUE C)
BENCHING TO BE IN ACCORDANCE WITH STD. T-701.021PROPOSED 1050 mm RCP
I.E. 180.45
181.56
181.56
181.52
181.49
181.49
WITH OPSD 405.020
RECTANGULAR STEPS IN ACCORDANCE
LADDER TO BE COMPOSED OF SOLID
WITHIN BENCHING LADDERS
RAILINGS TO BE EMBEDDED
EMBEDDED WITHIN BENCHING
STEPS IN ACCORDANCE WITH OPSD 405.020
LADDER TO BE COMPOSED OF SOLID RECTANGULAR
PROPOSED MANHOLE
WITH APPROVED WATERTIGHT COUPLING TO
CONNECT EXISTING 1050 mm STORM SEWER
HOLE IN ACCORDANCE TO STD. T-708.020
PIPE TO BE CONNECTED TO MAINTENANCE
COUPLING TO PROPOSED MANHOLE
SEWER WITH APPROVED WATERTIGHT
CONNECT EXISTING 825 mm STORM
HOLE IN ACCORDANCE TO STD. T-708.020
PIPE TO BE CONNECTED TO MAINTENANCE
SCALE 1:20
(REFER TO DRAWING 18-04400-005)
SA5
SCALE 1:20
(REFER TO DRAWING 18-02478-006)
WA17
181.52
FRAME & COVER STD. OPSD 401.010 TYPE A
(SUE C)
EXISTING E. I.E. 180.44
WITH OPSD 405.020
RECTANGULAR STEPS IN ACCORDANCE
LADDER TO BE COMPOSED OF SOLID
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
02019720287 309770.663 4845842.900 N/A
N/A308117.036 02019774504 4845240.471
N/A309857.516 02019784194 4845230.631
12319652401 186.471309752 4845741
Basement Flooding Protection Program
Linear Underground Infrastructure
Manager, Design & Construction
DAN CAMPEANU, P.ENG.
02020060047 308089.089 4845332.408 N/A
12319652406
12319652411
12319653507
308072 4845434 194.391
309155 4845247 189.922
307904 4845804 196.685
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
SURVEY(2016) y17397svy.dgn
y17397stm.dgn, y17397stmpf.dgn, y17397ssc.dgn
y17397ugs.dgn
y17397top.dgn
y17397psl.dgn 0 JAN. 25/19 DBISSUED FOR TENDER
1 MAR. 19/19 DBADDENDUM 1
52
DETAILS
18-04388-010
WSP PROJECT SPECIFICATION MODIFICATION1
1
HSOGS 1 (REFER TO DRAWING 18-04399-001)
N.T.S.
DESIGN
NUMBER
DRAWINGSCALE SHEET
DRAWN CHECKED
DATE
JC/RS
19/03/2019 X:\DIV10\10-16086 Basement Flooding\MUN Phase 3\Area 19\f\projects\Amos Crescent\MASTER\y17385m10.dgn
ACDB/AC
OF 74
19ECS-LU-09FPCONTRACT No.
MARCH 19, 2019
EXISTING 1050 mm CONC.
EXIS
TIN
G 825
mm
CO
NC.
EXISTING 525 mm CONC.
N
N
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
02019720287 309770.663 4845842.900 N/A
N/A308117.036 02019774504 4845240.471
N/A309857.516 02019784194 4845230.631
12319652401 186.471309752 4845741
Basement Flooding Protection Program
Linear Underground Infrastructure
Manager, Design & Construction
DAN CAMPEANU, P.ENG.
02020060047 308089.089 4845332.408 N/A
12319652406
12319652411
12319653507
308072 4845434 194.391
309155 4845247 189.922
307904 4845804 196.685
CONTROL PIPEBOX CULVERT
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
SURVEY(2016) y17397svy.dgn
y17397stm.dgn, y17397stmpf.dgn, y17397ssc.dgn
y17397ugs.dgn
y17397top.dgn
y17397psl.dgn 0 JAN. 25/19 DBISSUED FOR TENDER
1 MAR. 19/19 DBADDENDUM 1
NTS
1 BOX CULVERT BEDDING DETAILS
5318-04388-011
SAFETY PLATFORM
1200 mm DIAMETER RISER
NTS
2
300mm CENTRE TO CENTRE
ALUMINUM LADDER RUNGS AT
TYPICAL RISER DETAIL ON BOX CULVERT PIPE
UNSHRINKABLE FILL COVER
APPROVED BACKFILL MATERIAL
15MPa CONCRETE BEDDING
ACCORDANCE WITH OPSS 422 AND OPSS 1002
75 mm FINE AGGREGATE LEVELING PAD IN
CANADIAN HIGHWAY BRIDGE CODE (CHBDC)
CULVERT TO BE DESIGNED IN ACCORDANCE WITH
IF DEPTH OF COVER EXCEEDS TABLE 1 OF OPSS 1821,
WITH CSA S6 AND STRUCTURAL MANUAL DIVISION 1.
OPSD 3920.100. SHALL BE DESIGNED IN ACCORDANCE
BOX CULVERT IN ACCORDANCE WITH OPSS 1821 AND
2.44 m
2%
NTS
3 AIR DISSIPATION DETAIL
600 mm
75 mm
200 mm
500 mm
Length = 5 x Control Pipe Inner Diameter
WYE
CAP
STRUCTURE
1200 mm RISER
100 YEAR HGL WATER LEVEL
ACCORDANCE WITH T-708-01-1
CORED AND CONNECTED IN
PREFABRICATED TEE OR
PERMIT AIR FLOW.
WATER LEVEL IN ORDER TO
DERIVED BASED ON 100 YEAR
INVERT ELEVATIONS ARE
INDICATED ON DRAWINGS.
AIR DISSIPATION INVERT AS
DETAILS
4
UPSTREAM AND DOWNSTREAMTYPICAL ENDCAP AND RISER DETAIL FOR BOX CULVERTS
SECTION WITH RISER OPENING
CONCRETE STORM PIPE
PRECAST BOX CULVERT
SEWER (DR-35)150 mm PVC STORM
NTS
N.T.S.
DESIGN
NUMBER
DRAWINGSCALE SHEET
DRAWN CHECKED
DATE
JC/RS
19/03/2019 X:\DIV10\10-16086 Basement Flooding\MUN Phase 3\Area 19\f\projects\Amos Crescent\MASTER\y17385m11.dgn
EX. UNDERGROUND CHAMBERS OR COVER IS LESS THAN 1.65m.WATERMAIN IS INSTALLED WITH LESS THAN 0.6m HORIZONTAL DISTANCE FROM INSULATION AS PER T-708-01-4 WHERE SHOWN AND WHERE PROPOSED
ACDB/AC
OF 74
19ECS-LU-09FPCONTRACT No.
MARCH 19, 2019
PIPE SECTION
FOR BOX CULVERTS
TYPICAL ENDCAP AND RISER DETAIL
ACCORDANCE WITH OPSD 405.020
SOLID RECTANGULAR STEPS IN
LADDER TO BE COMPOSED OF
OR ECCENTRIC REDUCER
T-701.021 TO BE CAST IN PLACE
ACCORDANCE WITH STD.
BENCHING TO BE IN
OPSD 401.010 TYPE B
FRAME & COVER STD.
PRECAST RISER
PROPOSED 1200 mm
CONTROL PIPE OPENING
CAP COMPLETE WITH
PRECAST BOX CULVERT END
PROPOSED CONTROL PIPE
STORM SEWER
REINFORCED CONCRETE
PROPOSED RECTANGULAR
28.84°
LEAD IN ACCORDANCE TO THE DETAIL ON DRAWING 18-04388-006PERPENDICULAR TO THE PROPOSED STORM SEWER, CONNECT PROPOSED CB IF THERE IS INSUFFICENT ROOM TO INSTALL CATCH BASIN LEAD 3
SHOWN.EXISTING CATCHBASIN DRAIN OR LEAD TO BE CUT INTO AND RECONNECTED AS 2
CATCHBASINS, RESPECTIVELY. LEAD TO BE 250 mm or 300 mm PVC DR-35 FOR SINGLE AND DOUBLEMAINLINE), T-708-01 (CONC MAINLINE), T-708-01-1 (RISER EXCEEDS 2 m in HEIGHT). CONNECT TO PROPOSED SEWER IN ACCORDANCE WITH T-708.03 (PVC BE ABANDONED THROUGH CAPPING BOTH ENDS AND GROUTING. NEW LEAD TO PROPOSED CATCHBASIN LEAD TO CONNECT AS SHOWN AND EXISTING LEAD TO 1
N
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
02019720287 309770.663 4845842.900 N/A
N/A308117.036 02019774504 4845240.471
N/A309857.516 02019784194 4845230.631
12319652401 186.471309752 4845741
Basement Flooding Protection Program
Linear Underground Infrastructure
Manager, Design & Construction
DAN CAMPEANU, P.ENG.
02020060047 308089.089 4845332.408 N/A
12319652406
12319652411
12319653507
308072 4845434 194.391
309155 4845247 189.922
307904 4845804 196.685
(4W4H), APPROX. 0.70 m x 0.70 m (THES STD)
EXISTING TORONTO HYDRO DUCT BANK
(4W4H), APPROX. 0.70 m x 0.70 m (THES STD)
EXISTING TORONTO HYDRO DUCT BANK
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
SURVEY(2016) y17397svy.dgn
y17397stm.dgn, y17397stmpf.dgn, y17397ssc.dgn
y17397ugs.dgn
y17397top.dgn
y17397psl.dgn 0 JAN. 25/19 DBISSUED FOR TENDER
1 MAR. 19/19 DBADDENDUM 1
5418-04388-012
DETAILS
NTS
CONCRETE SADDLE - PLANNTS
CONCRETE SADDLE - SECTION A-A
SEE NOTE 1
50 mm STYROFOAM PAD
(MIN. 300 mm)
CONCRETE BEDDING
SADDLE WIDTH TO MATCH
NTS
CONCRETE SADDLE - SECTION B-B
SEE NOTE 1
(MIN. 300mm)
CONCRETE BEDDING
SADDLE WIDTH TO MATCH
HOVE STREET AND WATERLOO AVENUE HOVE STREET AND WATERLOO AVENUE HOVE STREET AND WATERLOO AVENUE
1 1A 1B
N.T.S.
50 mm STYROFOAM PAD
25 MPa CONCRETE
SEE NOTE 1
SEWER
EX. 300 mm A.C. SANITARY
300 mm
CONCRETE BEDDING
SADDLE WIDTH TO MATCH
STORM SEWER
PROP. 1500 mm RCP
300 mm
CONCRETE BEDDING
SADDLE WIDTH TO MATCH
15M@250 EF EW
REINFORCED WITH
25 MPa CONCRETE
STORM SEWER
PROP. 1500 mm RCP
PREVENT FLOTATION
TIE DOWN WIRING TO
MATCH OBVERT
SADDLE HEIGHT TO
SANITARY SEWER
EX. 300 mm A.C.
SANITARY SEWER
EX. 300 mm A.C.
PROP. CONCRETE ENCASEMENT
SADDLE HEIGHT TO MATCH
STORM SEWER
PROP. 1500 mm RCP
15M@250 EF EW
REINFORCED WITH
25 MPa CONCRETE
PREVENT FLOTATION
TIE DOWN WIRING TO
(MIN)300 mm
(MIN)
300 m
m 30 MPa NORMAL DENSITY CONCRETE
STORM SEWER
PROPOSED 525 mm RCP
NTS
CONCRETE SADDLE - PLAN2
300 mm (MIN.)
15M @ 200 EACH WAY
REBAR END HOOKED TYP.
30MPa NORMAL DENSITY CONCRETE
NTS
CONCRETE SADDLE - SECTION A-A
PROPOSED 525 mm RCP STORM SEWER
BRIGHTON AVENUE
2A
NTS
CONCRETE SADDLE - SECTION B-B
300 mm (MIN.)
CONCRETE
30 MPa NORMAL DENSITY
15M @200 EACH WAY
2B
BRIGHTON AVENUE BRIGHTON AVENUE
PROPOSED 525 mm RCP STORM SEWER
1
50 mm STYROFOAM PAD
COMPACTED TO 95% S.P.M.D.D. TO AVOID ANY SETTLEMENT
SADDLE BASE TO BE FILLED BY GRANULAR "A" MATERIALS
50 mm STYROFOAM PAD
BANK AND CONCRETE
BETWEEN EX. DUCT
INSTALL BOND BREAKER
CONCRETE
BETWEEN EX. DUCT BANK AND
BOND BREAKER TO BE INSTALLED
DESIGN
NUMBER
DRAWINGSCALE SHEET
DRAWN CHECKED
DATE
JC/RS
19/03/2019 X:\DIV10\10-16086 Basement Flooding\MUN Phase 3\Area 19\f\projects\Amos Crescent\MASTER\y17385m12.dgn
ACDB/AC
OF 74
19ECS-LU-09FPCONTRACT No.
MARCH 19, 2019
CONCRETE. MINIMUM REQUIRED BEARING CAPACITY SLS = 150 kPa.
PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF ONTARIO PRIOR TO PLACING
3. BEARING SURFACES OF CONCRETE SADDLES TO BE INSPECTED IN THE FIELD BY A
18-02478-005 (WATERLOO AVENUE) AND 18-04399-003 (HOVE STREET)
2. DETAILS 1A, 1B AND 1C APPLY TO THE FOLLOWING DRAWINGS:
PRIOR TO CONSTRUCTION.
DRAWING FOR EACH SADDLE LOCATION TO BE PROVIDED TO THE ENGINEER FOR REVIEW
TO BE DESIGNED BY CONTRACTOR IN ACCORDANCE WITH SITE SPECIFICS. STAMPED SHOP
EXISTING CONCRETE ENCASEMENT IS PRESENT. SADDLE REINFORCEMENT AND DIMENSIONS
1. CONTRACTOR TO EXPOSE EX. SEWER PRIOR TO CONSTRUCTION AND DETERMINE IF
NOTES:
B
A
B
A
A
B B
A
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
02019720287 309770.663 4845842.900 N/A
N/A308117.036 02019774504 4845240.471
N/A309857.516 02019784194 4845230.631
12319652401 186.471309752 4845741
Basement Flooding Protection Program
Linear Underground Infrastructure
Manager, Design & Construction
DAN CAMPEANU, P.ENG.
02020060047 308089.089 4845332.408 N/A
12319652406
12319652411
12319653507
308072 4845434 194.391
309155 4845247 189.922
307904 4845804 196.685
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
SURVEY(2016) y17397svy.dgn
y17397stm.dgn, y17397stmpf.dgn, y17397ssc.dgn
y17397ugs.dgn
y17397top.dgn
y17397psl.dgn 0 JAN. 25/19 DBISSUED FOR TENDER
1 MAR. 19/19 DBADDENDUM 1
A A
BB
55
DETAILS
18-04388-013
PLAN
SECTION A-A
SECTION B-B
1.0 m MIN
1.0 m M
IN
200 m
m
300 mm MIN
15M @ 250 EW
REINFORCED WITH
25 MPa CONCRETE
APPROVED EQUIVALENT
MEMBRANE. BLUESKIN OR
SELF-ADHESIVE WATERTIGHT
T-1006.01-1
IN ACCORDANCE WITH
STUB TO BE PREPARED
N.T.S.
PL PL
SADDLE
50 mm WITH
300 mm OR
OPTION 2
PL PL
N.T.S.
STORM SERVICE LATERAL RECONNECTION OPTIONS
OPTION 1
EXISTING GROUND
EXISTING GROUND
EXISTING OR PROPOSED SEWER
EXISTING OR PROPOSED SEWER
PROPOSED SEWER
EXISTING OR
SERVICE LATERAL
RECONNECT EXISTING
BEDDING
SERVICE LATERAL
N.T.S.
SPRINGLINE
SERVICES WITH INVERTS LOWER THAN
CONNECTION DETAILS FOR SEWER
VERTICAL CLEARANCE CANNOT BE ACHIEVED.
DETAIL ON y17290m7 IF MINIMUM 300 mm
A CONCRETE SADDLE IN ACCORDANCE WITH
SERVICE CONNECTION TO BE SUPPORTED WITH
PR
OP
OS
ED S
EW
ER
EXIS
TIN
G O
R
PR
OP
OS
ED S
EW
ER
EXIS
TIN
G O
R
T-708-01-1.
T-1006.01-1 OR
ACCORDANCE WITH
CONNECT IN
ON THIS DRAWING.
SHALL BE SUPPORTED IN ACCORDANCE WITH DETAIL
MAINLINE IS BELOW THE INVERT, THE CONNECTION
ACCORDANCE WITH T-1006.01-1 OR T-708-01-1. IF THE
SERVICE CONNECTIONS RECONNECTED IN
300 m
m M
IN
TIGHT COUPLING.
CONNECTION WITH APPROVED WATER
CONNECT TO EXISTING SERVICE
TIGHT COUPLING.
CONNECTION WITH APPROVED WATER
CONNECT TO EXISTING SERVICE
DESIGN
NUMBER
DRAWINGSCALE SHEET
DRAWN CHECKED
DATE
JC/RS
19/03/2019 X:\DIV10\10-16086 Basement Flooding\MUN Phase 3\Area 19\f\projects\Amos Crescent\MASTER\y17385m13.dgn
ACDB/AC
OF 74
19ECS-LU-09FPCONTRACT No.
MARCH 19, 2019
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