t000633a eis addendum v04 - toronto · scale 1:50 mh 132-072-1 bh1 trench support pipes temporary...
TRANSCRIPT
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Group of Sumac
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mp)
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N AV
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VERE
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HARLEY
AVE
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AV
E DONWOODS DR
BROO
KFIEL
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IVOR RD
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NSTER
AVE
YO
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E
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YO
NGE BL
VD
YORK MILLS RD
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ES
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TRC NAHSALGCM
SERC WEIVTSAE
TS
EG
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KR
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CRTMCGLASHAN
CRTD
ONIN
O
KEY PLAN(NOT TO SCALE)
IVO
R
RD
DO
N
RIV
ER
TS LLIM
DO
N
RIV
ER
DON RIVER
GOLF C
OURS
E
DON
VALL
EY
GOLF C
OURS
E
DON
VALL
EY
PARKMILLSYORK
V.B. 17ECS-LU-03TT
REHABILITATION
PLAN
C6
O.O.
1236-16-06-09
N
N
SE
E D
RA
WIN
G C
7M
AT
CH LIN
E
SE
E D
RA
WIN
G C
5M
AT
CH LIN
E
BY-PASS PUMPING PLAN 2
PIPESDISCHARGE TEMPORARY
MIN 300
mm
MIN 150mm MIN 150mm MIN 150mm
1
WEST DON SANITARY TRUNK SEWER
MIN 150
mm
250mm SAN SEWER TEMPORARY PLUG
COMPOUND #2PUMPING
SEWER SANITARY CONC 250mm
PIPESUCTION
TEMPORARY
STORM SEWER 250mm UNK
FLOOD LINETRCA REGULATORY
MH132-071-1
FENCECONSTRUCTION
FENCECONSTRUCTION
WEST BANK
DON RIVER
TREEAROUND BUTTERNUTBUFFER ZONE
MEMORIAL TREE
SERVICE YARDTO GOLF COURSEEXISTING ACCESS
RESTRICTIONWEIGHTBRIDGE WITH 7tCOURSE ACCESSEXISTING GOLF
LINEFLOOD REGULATORYTRCA
TTC PARKING LOT
MH132-070-1
BEHIND CIPPDIA SAN SEWERGROUT 1200mm
HYDROTORONTO
DO
N RIV
ER W
EST B
RANC
H
C
A
LEGEND:
A ACTIVE CONNECTION
CAPPED CONNECTIONC
REHABILITATED SEWER TO BE SANITARY TRUNK 1200mm CONC
REHABILITATEDSEWER TO BE SANITARY TRUNK 1200mm CONC
NOTES:
1 08/21/2018 ISSUED FOR TENDER
SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE:
DRAFTING: CHECK:
DRAWING
NUMBER:
CONTRACT No.
WaterENGINEERING & CONSTRUCTION SERVICES
JOHN KELLY, P. ENG.
LINEAR UNDERGROUND INFRASTRUCTURE
DIRECTOR,
WILLIAM SHEA, P.ENG.A.H.
1:500DIRECTOR,
DISTRIBUTION AND COLLECTION
GRAHAM HARDING, P.ENG.
DIRECTOR,
MANAGEMENTWATER INFRASTRUCTURE
LIMITSWORKING
SW I.E. 125.05m SAN MH4463312111
NO TEMPORARY ASPHALT LOAD DISTRIBUTING COVER,
STEEL PLATES OR SIMILAR
F43
F44
F45F46
F47
F48
F49
F50
F51
F52
F53F54
F55
F56
F57
F59
F60
F61F62
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F72
F73F74
F75
F76
F77
F78
F79
F80
F82
F83
F84
F86F87
F88
F89
F90
DWG S2 FOR DETAILSPIPE BRIDGE, SEE
SEE DWG S1 FOR DETAILSTHROUGH DON RIVER
ACCESS FOR HEAVY VEHICLESPROPOSED CONSTRUCTION
SEE DETAIL 1TRAFFIC CROSSING
FROM VEHICULAR PIPES TO PROTECT
BURY BYPASS
DISCHARGE PIPESPROPOSED
NOTES:
ANY MOVEMENT.STEEL PLATES MUST BE DESIGNED TO WITHSTAND H-20 TRAFFIC LOADING WITHOUT 1.
100% SPMDD MATERIAL COMPACTED TO
SAND OR FINE GRANULAR
SCALE 1:10
TEMPORARY DISCHARGE PIPES
CROSS - SECTION FOR BURIEDAND GATECHAINLINK FENCE REINSTALL REMOVE AND
ENGINEER OF ONTARIO.PROPOSED BYPASS PUMPING TO BE DESIGNED AND STAMPED BY A PROFESSIONAL 3.
THE CITY WHEREVER REQUIRED.APPURTENANCES AS REQUIRED FOR BYPASS PUMPING SYSTEM AT NO EXTRA COST TO CONTRACTOR TO SUPPLY ALL NECCESSARY AIR VALVES, ISOLATION VALVES AND 2.
REFER TO DWG C12 AND C13 FOR IRRIGATION SYSTEM, OMITTED FOR CLARITY.1.
AND LAYDOWN AREAGRAVEL ACCESS ROADPROPOSED TEMPORARY
AND LAYDOWN AREAGRAVEL ACCESS ROADPROPOSED TEMPORARY
GRAVEL ACCESS ROADPROPOSED TEMPORARY
DISCHARGE PIPETEMPORARY
F91
F92
F93
F95
F94
F96
F97
F98
F99
F104
F106
F107
F108
F109
F112
F113
F114
F115
F116
F117
F118
F119
F121F122
F123
F102
F105
F110
F111
F70
F71
F81
F85
F100
F120
F124
F125
F58
F103
EXISTING ASPHALT PATH
F101
F126F127F128
F129
F130F131
F132
F133
F134
F135
F136
F137
F138
F139
PATH ASPHALTEXISTING
LINEFLOOD 5 YEARTRCA
AUGUST 21, 2018
-
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ORK M
ILLS R
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N AV
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YO
NGE ST
MAS
ON
BL
VD
DE
VERE
GD
NS
HARLEY
AVE
DO
NIN
O
AV
E DONWOODS DR
BROO
KFIEL
D RD
IVOR RD
DU
NSTER
AVE
YO
NG
E
BL
VD
YO
NGE BL
VD
YORK MILLS RD
MAS
ON
BLV
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ES
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WE
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NIR
DN
AS
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RC
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EB
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SERC WEIVTSAE
TS
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DR
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DIR
KR
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CRTMCGLASHAN
CRTD
ONIN
O
KEY PLAN(NOT TO SCALE)
IVO
R
RD
DO
N
RIV
ER
TS LLIM
DO
N
RIV
ER
DON RIVER
GOLF C
OURS
E
DON
VALL
EY
GOLF C
OURS
E
DON
VALL
EY
PARKMILLSYORK
V.B. 17ECS-LU-03TT
REHABILITATION
PLAN
C7
O.O.
1236-16-06-10
N
N
SE
E D
RA
WIN
G C
6M
AT
CH LIN
E
COMPOUND #1PUMPING
BY-PASS PUMPING PLAN 3
LEGEND:
LINEFLOOD REGULATORYTRCA
LINEFLOOD
REGULATORYTRCA
SECTION A
FLOW
FLOW
GRASSRIM ELEV. 135.43660mm DIA. COVER
INV. ELEV. 128.00
SANITARY TUNNEL1800mm DIA. CONC.
SANITARY SEWER1200mm DIA CONC.
INV. ELEV. 127.95
660mm
840mm
1830mm
A
LADDER RUNGS
WEST DON SANITARY TRUNK SEWER
MH132-073-1SUCTION MH
GOLF COURSEDON VALLEY
POND
1200mm CONC SANITARY TRUNK SEWER
LOCAL DITCH
SEWER1200mm
TEMPORARY PLUG
APPROX. PLATFORM EL. 130.02
AFTERWARDS, SEE DETAIL 1WITH NEW APPURTENANCES
BYPASS PUMPING AND REPLACEREMOVE MH APPURTENANCES FOR
1EXISTING SANITARY SEWER MH132-073-1
SCALE 1:50
MH 132-072-1
BH1
TRENCH SUPPORT
PIPESTEMPORARY SUCTION
FENCECONSTRUCTION
ASPHALT WALKWAYEXISTING
FENCECONSTRUCTION
REHABILITATEDSEWER TO BE SANITARY TRUNK 1200mm CONC
NOTES:
SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE:
DRAFTING: CHECK:
DRAWING
NUMBER:
CONTRACT No.
WaterENGINEERING & CONSTRUCTION SERVICES
JOHN KELLY, P. ENG.
LINEAR UNDERGROUND INFRASTRUCTURE
DIRECTOR,
WILLIAM SHEA, P.ENG.A.H.
1:500DIRECTOR,
DISTRIBUTION AND COLLECTION
GRAHAM HARDING, P.ENG.
DIRECTOR,
MANAGEMENTWATER INFRASTRUCTURE
1 08/21/2018 ISSUED FOR TENDER
CONTRACTORS DESIGN)TRENCH SUPPORT (AS PER
SEE DWG C20 FOR DETAILSLADDER AND PLATFORM
PUMPING AND INSTALL NEWAND PLATFORM FOR BYPASS
REMOVE LADDER RUNGS
PIPESDISCHARGETEMPORARY
NOTE 4REMOVE AND REPLACE, SEE
3105
mm
CONSTRUCTION TO LOCAL DITCH WITHIN CONSTRUCTION LIMITS.CONTRACTOR TO DISCHARGE DEWATERING/ UNWATERING FROM MH132-073-1 5.
PER OPSD 401.010 AND INSTALL NEW CHARCOAL ODOUR CONTROL UNDER COVER.RISER AND TAPERED TOP AS PER OPSD 701.030, REPLACE FRAME AND COVER AS GAIN LARGER ACCESS FOR BYPASS PIPES AND REPLACE WITH NEW 1200mm DIA, REMOVE COVER, FRAME, CHARCOAL ODOUR CONTROL, RISER AND PCC-CONE TO 4.
PROFESSIONAL ENGINEER OF ONTARIO.PROPOSED BYPASS PUMPING TO BE DESIGNED AND STAMPED BY A 3.
COST TO THE CITY WHEREVER REQUIRED.APPURTENANCES AS REQUIRED FOR BYPASS PUMPING SYSTEM AT NO EXTRA CONTRACTOR TO SUPPLY ALL NECCESSARY AIR VALVES, ISOLATION VALVES AND 2.
REFER TO DWG C12 AND C13 FOR IRRIGATION SYSTEM, OMITTED FOR CLARITY.1.
EX. ASPHALT PATHGRAVEL ACCESS ROAD TO CONNECT PROPOSED
ACCESS ROADPROPOSED GRAVEL
LAYDOWN AREAGRAVEL ACCESS ROAD AND PROPOSED TEMPORARY
LAYDOWN AREAGRAVEL ACCESS ROAD AND PROPOSED TEMPORARY
F140
F141F142
F143
F144
F146F147
F148
F149
F145
F150
F151
F152F153F154
F155
F156
F157F158G159
F160 F161 F162
F163
F164F165
F166 F167
F168
F169
ASPHALT WALKWAYEXISTING
EXISTING ASPHALT PATH
AUGUST 21, 2018
-
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801802803
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Group of Sumac
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H
WILS
ON A
VE
OLD Y
ORK M
ILLS R
D
YO
NG
E
ST
YO
NG
E
ST
WILSO
N AV
E
OL
D
YO
NGE ST
MAS
ON
BL
VD
DE
VERE
GD
NS
HARLEY
AVE
DO
NIN
O
AV
E DONWOODS DR
BROO
KFIEL
D RD
IVOR RD
DU
NSTER
AVE
YO
NG
E
BL
VD
YO
NGE BL
VD
YORK MILLS RD
MAS
ON
BLV
D
CR
ES
VIE
WE
AS
T
RD
MA
HG
NIR
DN
AS
SE
RC
LL
EB
PM
AC
CRES
PLY
MBRID
GE
RD
SD
OO
WN
O
D
TRC NAHSALGCM
SERC WEIVTSAE
TS
EG
NO
Y
D
LO
DR EGDI
R KROY
DR
EG
DIR
KR
OY
CRTMCGLASHAN
CRTD
ONIN
O
KEY PLAN(NOT TO SCALE)
IVO
R
RD
DO
N
RIV
ER
TS LLIM
DO
N
RIV
ER
DON RIVER
GOLF C
OURS
E
DON
VALL
EY
GOLF C
OURS
E
DON
VALL
EY
PARKMILLSYORK
7
3
4021
4015
V.B. 17ECS-LU-03TT
REHABILITATION
PLAN
C8
O.O.
1236-16-06-11
N
N
LINEFLOOD REGULATORYTRCA
LINEFLOOD REGULATORYTRCA
RNFP REGULATORY LIMIT
RNFP REGULATORY LIMIT
LINEFLOOD REGULATORYTRCA
LINEFLOOD REGULATORYTRCA
DON RIVER
DON
RIVE
R
WEST DON SANITARY TRUNK SEWER
MH132-068-1
MH132-069-1
LINEFLOOD REGULATORYTRCA
EROSION AND SEDIMENT CONTROL PLAN 1
WILSO
N A
VE
YO
NGE S
T
OLD Y
ORK
MILLS R
D
TTC PARKING LOT
MH4461612379SAN
MH4460712384SAN
CONSTRUCTION ACCESS
FENCECONSTRUCTION
FENCECONSTRUCTION
FENCECONSTRUCTION
ACCESSCONSTRUCTION
FENCECONSTRUCTION
BRIDGE UNDER
BARRIER SAND BAG
ROW OF
NON-WOVEN GEOTEXTILEWITH METAL STAKES AND
AS PER OPSD 219.130HEAVY DUTY SILT FENCE
NON-WOVEN GEOTEXTILEWITH METAL STAKES ANDAS PER OPSD 219.130HEAVY DUTY SILT FENCE
STN (SOUTH)SUBWAYYORK MILLS
EROSION AND SEDIMENT CONTROL NOTES:
FLOODPLAIN NOTES:
THAN DURING A 2 YEAR STORM.FLOODED MORE FREQUENTLYPORTION OF CONSTRUCTION AREA EXPECTED TO BE 1.
OR SPILL I.E. FUEL TANKS, UNTETHERED EQUIPMENT ETC.THAT WOULD HAVE CAPACITY TO CAUSE AN OBSTRUCTION TO FLOW CONTINGENCY PLAN: REMOVE ALL ITEMS FROM REGIONAL FLOODPLANARISE, THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWINGFAVORABLE WEATHER CONDITIONS. SHOULD AN UNEXPECTED STORMIN ADVANCE TO ENSURE THAT WORKS ARE CONDUCTED DURINGTHE CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL DAYS3.
OPERATION.TO THE ENVIRONMENT OCCUR AS RESULT OF CONTRACTOR'SDURING FLOODING EVENTS SUCH THAT NO SPILLSTEMPORARY BYPASS SYSTEM MUST BE PROTECTED 4.
INSPECTION OF THE SITE PROTECTION MUST BE CONDUCTED .INSTALLED THE URBAN FORESTRY STAFF MUST BE NOTIFIED AND ANONCE ALL TREE PROTECTION MEASURES HAVE BEEN6.
TORONTO URBAN FORESTRY SERVICES.ANY QUESTIONS SHOULD BE DIRECTED TO CITY OF7.
MEMORIAL TREE
OUTSIDE OF LIMITS OF CONSTRUCTION.STAGING, MATERIAL STOCK PILES, PARKING, ETC. PARK AREA NOT TO BE USED FOR CONSTRUCTION9.
REQUIRED AND WORK TO BE COMPLETED IN MINIMUM TIME FRAMES.TEMPORARY FENCING TO BE REMOVED WHEN NO LONGER10.
TREE PROTECTION NOTES:
TRCA FLOOD FORECAST WEBPAGE).(CALL TRCA'S 24 HR FLOOD LINE AT 416-661-6514 MONITORFORECAST AND WARNING SYSTEMPROJECT CONTRACTOR SHALL MONITOR TRCA'S FLOOD 2.
IDENTIFIED AS TPZ MUST REMAIN UNDISTURBED AT ALL TIMES.VEHICLES OR EQUIPMENT IS PERMITTED WITHIN TPZ. THE AREA(S)OR MATERIAL OR FILL IS PERMITTED. NO MOVEMENT OR STORAGE OFPROTECTION ZONE (TPZ), NO ROOT CUTTING IS PERMITTED, NO STORAGE TREATMENTS IS PERMITTED WITHIN THE AREA IDENTIFIED AS TREENO CONSTRUCTION ACTIVITY INCLUDING GRADE CHANGES, SURFACE2.
WITH CLEAN NATIVE TOPSOIL.HAND TRIMMED BY QUALIFIED ARBORIST AND BACKFILLEDBRANCHES CUT DURING CONSTRUCTION ACTIVITIES WILL BE ZONE EXTEND INTO THE CONSTRUCTION LIMITS. ROOTS AND /ORTREE WILL REQUIRE PRUNING AS THEIR TREE PROTECTION3.
TO CONDUCTING ANY SPECIFIED WORK.FORESTRY SERVICES NO LESS THAN 48 HOURS PRIOR THE ARBORIST / TREE PROFESSIONAL MUST CONTACTACCORDANCE WITH GOOD ARBORICULTURAL STANDARDS.PRUNING OF TREE ROOTS AND BRANCHES MUST BE INAS APPROVED BY URBAN FORESTRY SERVICES. ALLBY A QUALIFIED ARBORIST OR OTHER TREE PROFESSIONAL PLAN WHICH REQUIRE PRUNING MUST BE PRUNEDTHE TREE PROTECTION ZONE(S) INDICATED ON THISANY ROOTS OR BRANCHES WHICH EXTEND BEYOND4.
OUTLINED IN THE ARBORIST REPORT PREPARED BY LGL LIMITED.MUST BE IN ACCORDANCE WITH THE RECOMMENDATIONSPROTECTION OF THE TREES INDICATED ON THIS PLAN5.
OF CONSTRUCTION.WILL BE RE-GRADED TO ORIGINAL SURFACE UPON COMPLETIONCONSTRUCTION. ANY GRADE DISTURBANCES ( I.E. TRENCHING)EXISTING GRADE TO BE MAINTAINED DURING AND AFTER 8.
PIPE TRENCH OR CONSTRUCTION PART ARE TO REMAIN.TREE STUMPS FROM CUT TREES NOT WITHIN12.
DO
N RIV
ER W
EST B
RA
NC
H
WES
T BR
ANCH
DON
RIVE
R
DON RIVER WEST BRANCH
THE RAVINE & NATURAL FEATURE PROTECTION BY-LAW
RNFP 0608OFFENCE CONTINUES.RAVINE PERMIT CONDITIONS IS LIABLE TO A MAXIMUM FINE OF NOT MORE THAN $10,000 FOR EACH DAY OR PART OF A DAY THAT THE AND/OR A SPECIAL FINE OF $100,000. A PERSON CONVICTED OF A CONTINUING OFFENCE, INCLUDING FAILURE TO COMPLY WITH $100,000 FOR EACH TREE DESTROYED, A MAXIMUM FINE OF $100,000 FOR ANY OTHER OFFENCE COMMITTED UNDER THIS CHAPTER, CITY. A PERSON CONVICTED OF AN OFFENCE UNDER THIS BY- LAW IS LIABLE TO A MINIMUM FINE OF $500 AND A MAXIMUM FINE OF SUBJECT TO FINES, AND THE LANDOWNER MAY BE ORDERED BY THE COURT TO RESTORE THE AREA TO THE SATISFACTION OF THE CONVICTIONS OF OFFENCES RESPECTING THE REGULATIONS IN THE RAVINE & NATURAL FEATURE PROTECTION BY-LAW ARE
THE GENERAL MANAGER OF PARKS, FORESTRY & RECREATION.ALTERED, WITHOUT WRITTEN AUTHORISATION FROM URBAN FORESTRY RAVINE & NATURAL FEATURE PROTECTION, ON BEHALF OF UNDER THIS BY-LAW PROTECTED TREES MAY NOT BE REMOVED, INJURED OR DESTROYED, AND PROTECTED GRADES MAY NOT BE
DUMPING OF REFUSE AND CHANGES TO GRADE WITHIN PROTECTED AREAS DEFINED IN SCHEDULE A.THE INJURY AND DESTRUCTION OF TREES,
, CHAPTER 658 OF THE CITY OF TORONTO MUNICIPAL CODE REGULATES RAVINE & NATURAL FEATURE PROTECTION BY-LAWTHE
NON-WOVEN GEOTEXTILEWITH METAL STAKES ANDAS PER OPSD 219.130HEAVY DUTY SILT FENCE
NON-WOVEN GEOTEXTILEWITH METAL STAKES ANDAS PER OPSD 219.130HEAVY DUTY SILT FENCE
SE
E D
RA
WIN
G C
9M
AT
CH LIN
E
SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE:
DRAFTING: CHECK:
DRAWING
NUMBER:
CONTRACT No.
WaterENGINEERING & CONSTRUCTION SERVICES
JOHN KELLY, P. ENG.
LINEAR UNDERGROUND INFRASTRUCTURE
DIRECTOR,
WILLIAM SHEA, P.ENG.A.H.
1:500DIRECTOR,
DISTRIBUTION AND COLLECTION
GRAHAM HARDING, P.ENG.
DIRECTOR,
MANAGEMENTWATER INFRASTRUCTURE
1 08/21/2018 ISSUED FOR TENDER
PARKJOLLY MILLER
ACCESS ROADPROPOSED TEMPORARY
SERVICES PRIOR TO THE REMOVAL OF THE TREE PROTECTION BARRIERS. THE BARRIER. WRITTEN NOTICE MUST BE PROVIDED TO URBAN FORESTRY A SIGN AS ON DETAIL 2 DRAWING C30 MUST BE ATTACHED TO ALL SIDES OF UNTIL ALL SITE ACTIVITIES INCLUDING LANDSCAPING ARE COMPLETE.THE TREE PROTECTION BARRIERS MUST REMAIN IN EFFECTIVE CONDITIONNOTICE PROVIDED TO CITY OF TORONTO, URBAN FORESTRY SERVICES. BARRIERS SPECIFIED ON THIS PLAN MUST BE INSTALLED AND WRITTENPRIOR TO COMMENCEMENT OF ANY SITE ACTIVITY THE TREE PROTECTION1.
TO THE WRITTEN APPROVAL OF URBAN FORESTRY.CONSULTATION WITH CONTRACT ADMINISTRATOR AND BE SUBJECTTO BE REMOVED SHALL BE DETERMINED THROUGH ONSITE THE NEED FOR ADDITIONAL TREE REMOVALS BEYOND THOSE SHOWN 11.
CONSTRUCTION FENCE
CATCH BASIN, TYP OF 2 CONTROL DEVICE IN
INSTALL SEDIMENT
BARRIER UNDER BRIDGEROW OF SAND BAG
LINEFLOOD 5 YEARTRCA
FLOOD LINETRCA 5 YEAR
AUGUST 21, 2018
MATCHED.ALL GRADES WITHIN THE REGULATORY FLOOD PLAIN WILL BE MAINTAINED OR 7.
PROVIDE SPILL CONTAINMENT CONTROLL.CONDUCTED IN DESIGNATED AREAS A MINIMUM 30m AWAY FROM THE WATER. DRAINS OR WATERBODIES. VEHICLE REFUELING AND MAINTENANCE MUST BE OR OTHER DELETERIOUS SUBSTANCES INTO NEARBY DITCHES, SWALES, STORM CONTROLLED TO PREVENT ENTRY OF PETROLEUM PRODUCTS, DEBRIS, CONCRETE ALL CONSTRUCTION ACTIVITIES INCLUDING MAINTENANCE PROCEDURES WILL BE 6.
USED AS NECESSARY.IMMEDIATELY CONTACTED. ADDITIONAL ESC MEASURES TO BE KEPT ON SITE AND THE TORONTO REGION CONSERVATION AUTHORITY ENFORCEMENT OFFICE TO BE BE IMPLEMENTED IMMEDIATELY TO MINIMIZE POTENTIAL ECOLOGICAL IMPACTS AND THE RELEASE OF A DELETERIOUS SUBSTANCE, THEN ALTERNATIVE MEASURES MUST THE PRESCRIBED MEASURES ON THE PLANS ARE NOT EFFECTIVE IN PREVENTING CHANGE TO MINIMIZE SEDIMENT LADEN RUNOFF FROM LEAVING THE WORK AREA. IF NOT STATIC AND MAY NEED TO BE UPGRADED/AMENDED AS SITE CONDITIONS THE EROSION AND SEDIMENT CONTROL STRATEGIES OUTLINED ON THE PLANS ARE 5.
PROGRESSES.TEMPORARILY OR PERMANENTLY STABILIZED OR RESTORED AS THE WORK ALL DISTURBED AREAS WILL BE MINIMIZED TO THE EXTENT POSSIBLE, AND 4.
AFTER ANY STORM EVENT) AND CLEARED OR REPLACED, AS REQUIRED.ALL SEDIMENTATION AND EROSION CONTROLS ARE TO BE INSPECTED DAILY (AND 3.
"UNTREATED."AND SHALL BE LOCATED TO PREVENT SURFACE RUNOFF FROM LEAVING THE SITE PLACE PRIOR TO INITIATION OF TOPSOIL STRIPPING OR PRE-GRADING OPERATIONS SEDIMENTATION AND EROSION CONTROLS INCLUDING SILT FENCES ARE TO BE IN 2.
IDENTIFICATION OF THE DEFICIENCY.CONTROL MEASURES SHALL BE REPAIRED OR REPLACED IMMEDIATELY UPON ENTRY OF SEDIMENT INTO THE WATERWAY. ALL DAMAGED EROSION AND SEDIMENT TO, AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION PHASES, TO PREVENT EROSION AND SEDIMENT CONTROL (ESC) MEASURES SHALL BE IMPLEMENTED PRIOR 1.
AROUND WORKING AREA OR WITHIN 15m EMBANKMENT.CONTRACTOR IS NOT PERMITTED TO STOCK PILE MATERIALS IN OR 29.
MADE OF NATURAL FIBERS ONLY WITH NO PLASTIC.EROSION CONTROL BLANKETS SHALL BE 100% BIODEGRADABE AND 28.
AN ISSUE ARSES. NOTIFY THE TRCA ENFORCEMENT OFFICER AND PROJECT MANAGER IF CONSTRUCTION PROCEEDS. THE ENVIRONMENTAL MONITOR SHALL THE NATURAL ENVIRONMENT ARE EFFECTIVELY MITIGATED AS TO ENSURE THAT ACTIVITIES THAT COULD HAVE A NEGATIVE IMPACT TO AN ENVORONMENTAL MONITOR WILL BE ON SITE AND PROVIDE ADVICE, 27.
THE OBJECTIVE OF PREVENTING THE RELEASE OF SEDIMENT LADEN WATER.SHALL BE MONITORED FOR EFFECTIVENESS AND MAINTAINED OR REVISED TO MEET DRAIN ONTO DISTURBED SOILS WITHIN WORK AREA. THESE CONTROL MEASURES SENT DIRECTLY TO ANY WATERCOURSE, WETLAND OR FOREST, OR ALLOWED TO DRAIN THROUGH A WELL-VEGETATED AREA. NO DEWATERING EFFLUENT SHALL BE ENVIRONMENT AT LEAST 30m FROM A WATERCOURSE OR WETLAND AND ALLOWED TO ALL DEWATERING/UNWATERING SHALL BE TREATED AND RELEASED TO THE 16.
ALL CATCH BASINS SHALL BE OUTFITTED WITH SILT TRAPS.15.
EQUIPMENT, CONSTRUCTION MATERIALS,ETC.OR AN OBSTRUCTION TO FLOW, E.G., FUEL TANKS, PORTAPOTTIES, MACHINERY, REGIONAL STORM FLOOD PLAIN THAT WOULD HAVE THE POTENTIAL TO CAUSE A SPILL STORM ARISE, THE CONTRACTOR WILL REMOVE ALL UNFIXED ITEMS FROM THE CONDUCTED DURING FAVOURABLE WEATHER CONDITIONS. SHOULD AN UNEXPECTED ADVANCE OF THE ONSET OF THE PROJECT TO ENSURE THAT THE WORKS WILL BE THE PROPONENT/CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL DAYS IN 14.
AND DIRT TRACKING ONTO ROADS.CLEAN OFF TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE TO PREVENT MUD 13.
(WHEN NECESSARY) OF ROADS ADJACENT TO THE PROJECT.PROVIDE DUST CONTROL AT ALL TIMES INCLUDING THE MAINTENANCE AND CLEANUP 12.
OF THE CONTRACT ADMINISTRATOR.REMOVED FOLLOWING CONSTRUCTION AND AREAS RESTORED TO THE SATISFACTION ALL EROSION CONTROL AND TEMPORARY ROADS, STRUCTURES AND FACILITIES TO BE 11.
FUNCTIONAL UNTIL THE SITE IS STABILIZED.SEDIMENTATION AND EROSION CONTROLS ARE TO BE KEPT IN PLACE AND 10.
LOCATED IN UNPAVED AREAS OR SOFT GROUND CONDITIONS.ACCESS MATS SUCH AS CROSSLAMTM OR APPROVED EQUAL WHERE ACCESS ROAD IS CONTRACTOR SHALL COVER ALL ACCESS ROADS WITH CROSS LAMINATED TIMBER 9.
MOULD TO CONTOURS. TO BE FILLED ONLY THREE QUARTERS FULL TO ALLOW BAGS TO BE FLEXIBLE TO SAND BAGS TO BE FILLED WITH GRAVEL TO PROVIDE BARRIER FOR DRAINAGE. BAGS 8.
ACTIVITIES ARE COMPLETED.SET IT ASIDE AND RETURN IT TO THE ORIGINAL LOCATION ONCE CONSTRUCTION THE ORDINARY HIGH WATER MARK. IF MATERIAL IS REMOVED FROM THE WATERBODY, MATERIALS FROM THE BANKS, THE SHORELINE OR THE BED OF THE WATERBODY BELOW MINIMIZE THE REMOVAL OF NATURAL WOODY DEBRIS, ROCKS, SAND, AND OTHER 26.
COMPACTION AND DISTURBANCE TO ADJACENT AREAS.ESTABLISH SIGLE SITE ENTRY AND EXIT TO THE TEMPORARY BRIDGES TO REDUCE 25.
REMOVE TEMPORARY BRIDGES BEFORE THE ONSET OF SPRING FRESHET (MTO 2016).24.
SEDIMENTATION.FOR BRIDGE APPROACHES AND INSTALL IN A MANNER THAT AVOIDS EROSION AND USE ONLY CLEAN MATERIALS (EG. ROCK OR COARSE GRAVEL, FILL, WOOD OR STEEL) 23.
COMMENCING CONSTRUCTION. PLEASE NOTIFY TRCA ENFORCEMENT OFFICER AND TRCA MANAGER 48 HOURS PRIOR TO 22.
CONTACT THE TRCA ENFORCEMENT OFFICER AS WELL AS THE PROPONENT. WORKS. SHOULD CONCERN ARISE ON SITE, THE ENVIRONMENTAL MONITOR WILL CONTROLS, DEWATERING OR UNWATERING, RESTORATION AND IN-OR-NEAR WATER MONITOR ALL WORKS, AND IN PARTICULAR WORKS RELATED TO EROSION AND SEDIMENT AS WELL AS ON A REGULAR BASIS, OR FOLLOWING RAIN/ SNOW MELT EVENT TO AN ENVIRONMENTAL MONITOR WILL ATTEND THE SITE TO INSPECT ALL NEW CONTROLS, 21.
APPROPRIATE EROSION AND SEDIMENT CONTROL.ALL IN WATER AND NEAR WATER WORKS WILL BE CONDUCTED IN THE DRY WITH 20.
http://trca.us14.list-manage.com/subscribe?u=7037e91abdf362943c155c20f&id=c90ab6ccf9SERVICE AT CONTRACTOR SHALL REGISTER FOR TRCA'S ELECTRONIC FLOOD WARNING MESSAGE 19.
THE MIGRATORY BIRDS CONVECTION ACT.TREE REMOVALS MUST BE COMPLETED BETWEEN NOVEMBER - MARCH TO COMPLY WITH 18.
UNLESS APPROVED BY TRCA.NO EQUIPMENT OR VEHICLES ARE PERMITTED TO CROSS THROUGH THE WATECOURSE ALL ACCESS TO THE WORK SITE SHALL BE FROM EITHER SIDE OF THE WATERCOURSE. 17.
-
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898899900
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E
G
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CD
B
A
70
71-73
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7980
82
676 (clu
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673
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669
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PARKMILLSYORK
V.B. 17ECS-LU-03TT
REHABILITATION
PLAN
C9
O.O.
1236-16-06-12
N
N
WEST DON SANITARY TRUNK SEWER
FLOOD LINETRCA REGULATORY
MH132-071-1
SE
E D
RA
WIN
G C
10
MA
TC
H LIN
E
EROSION AND SEDIMENT CONTROL PLAN 2
CONSTRUCTION ACCESS
SERVICE PERSONNELGATE FOR GOLF COURSECONSTRUCTION ACCESS AND
FLOODPLAIN NOTES: EROSION AND SEDIMENT CONTROL NOTES:
INSPECTION OF THE SITE PROTECTION MUST BE CONDUCTED .INSTALLED THE URBAN FORESTRY STAFF MUST BE NOTIFIED AND ANONCE ALL TREE PROTECTION MEASURES HAVE BEEN6.
TORONTO URBAN FORESTRY SERVICES.ANY QUESTIONS SHOULD BE DIRECTED TO CITY OF7.
OUTSIDE OF LIMITS OF CONSTRUCTION.STAGING, MATERIAL STOCK PILES, PARKING, ETC. PARK AREA NOT TO BE USED FOR CONSTRUCTION9.
REQUIRED AND WORK TO BE COMPLETED IN MINIMUM TIME FRAMES.TEMPORARY FENCING TO BE REMOVED WHEN NO LONGER10.
TREE PROTECTION NOTES:
WITH CLEAN NATIVE TOPSOIL.HAND TRIMMED BY QUALIFIED ARBORIST AND BACKFILLEDBRANCHES CUT DURING CONSTRUCTION ACTIVITIES WILL BE ZONE EXTEND INTO THE CONSTRUCTION LIMITS. ROOTS AND /ORTREE WILL REQUIRE PRUNING AS THEIR TREE PROTECTION3.
OUTLINED IN THE ARBORIST REPORT PREPARED BY LGL LIMITED.MUST BE IN ACCORDANCE WITH THE RECOMMENDATIONSPROTECTION OF THE TREES INDICATED ON THIS PLAN5.
OF CONSTRUCTION.WILL BE RE-GRADED TO ORIGINAL SURFACE UPON COMPLETIONCONSTRUCTION. ANY GRADE DISTURBANCES ( I.E. TRENCHING)EXISTING GRADE TO BE MAINTAINED DURING AND AFTER 8.
DON RIVER WEST BRANCH
DON RIVER WEST BRANCH
TREEAROUND BUTTERNUT
BUFFER ZONE
RNFP 0608OFFENCE CONTINUES.RAVINE PERMIT CONDITIONS IS LIABLE TO A MAXIMUM FINE OF NOT MORE THAN $10,000 FOR EACH DAY OR PART OF A DAY THAT THE AND/OR A SPECIAL FINE OF $100,000. A PERSON CONVICTED OF A CONTINUING OFFENCE, INCLUDING FAILURE TO COMPLY WITH $100,000 FOR EACH TREE DESTROYED, A MAXIMUM FINE OF $100,000 FOR ANY OTHER OFFENCE COMMITTED UNDER THIS CHAPTER, CITY. A PERSON CONVICTED OF AN OFFENCE UNDER THIS BY- LAW IS LIABLE TO A MINIMUM FINE OF $500 AND A MAXIMUM FINE OF SUBJECT TO FINES, AND THE LANDOWNER MAY BE ORDERED BY THE COURT TO RESTORE THE AREA TO THE SATISFACTION OF THE CONVICTIONS OF OFFENCES RESPECTING THE REGULATIONS IN THE RAVINE & NATURAL FEATURE PROTECTION BY-LAW ARE
THE GENERAL MANAGER OF PARKS, FORESTRY & RECREATION.ALTERED, WITHOUT WRITTEN AUTHORISATION FROM URBAN FORESTRY RAVINE & NATURAL FEATURE PROTECTION, ON BEHALF OF UNDER THIS BY-LAW PROTECTED TREES MAY NOT BE REMOVED, INJURED OR DESTROYED, AND PROTECTED GRADES MAY NOT BE
DUMPING OF REFUSE AND CHANGES TO GRADE WITHIN PROTECTED AREAS DEFINED IN SCHEDULE A.THE INJURY AND DESTRUCTION OF TREES,
, CHAPTER 658 OF THE CITY OF TORONTO MUNICIPAL CODE REGULATES RAVINE & NATURAL FEATURE PROTECTION BY-LAWTHE
THE RAVINE & NATURAL FEATURE PROTECTION BY-LAW
SE
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8M
AT
CH LIN
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NON-WOVEN GEOTEXTILEWITH METAL STAKES AND
AS PER OPSD 219.130HEAVY DUTY SILT FENCE
FENCECONSTRUCTION
RNFP REGULATORY LIMIT
FENCECONSTRUCTION
MEMORIAL TREE
MH132-070-1
CONSTRUCTION AREA ARE TO REMAIN.TREE STUMPS FROM CUT TREES NOT WITHIN12.
SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE:
DRAFTING: CHECK:
DRAWING
NUMBER:
CONTRACT No.
WaterENGINEERING & CONSTRUCTION SERVICES
JOHN KELLY, P. ENG.
LINEAR UNDERGROUND INFRASTRUCTURE
DIRECTOR,
WILLIAM SHEA, P.ENG.A.H.
1:500DIRECTOR,
DISTRIBUTION AND COLLECTION
GRAHAM HARDING, P.ENG.
DIRECTOR,
MANAGEMENTWATER INFRASTRUCTURE
1 08/21/2018 ISSUED FOR TENDER
LIMITSWORKING
SERVICES PRIOR TO THE REMOVAL OF THE TREE PROTECTION BARRIERS. THE BARRIER. WRITTEN NOTICE MUST BE PROVIDED TO URBAN FORESTRY A SIGN AS ON DETAIL 2 DRAWING C32 MUST BE ATTACHED TO ALL SIDES OF UNTIL ALL SITE ACTIVITIES INCLUDING LANDSCAPING ARE COMPLETE.THE TREE PROTECTION BARRIERS MUST REMAIN IN EFFECTIVE CONDITIONNOTICE PROVIDED TO CITY OF TORONTO, URBAN FORESTRY SERVICES. BARRIERS SPECIFIED ON THIS PLAN MUST BE INSTALLED AND WRITTENPRIOR TO COMMENCEMENT OF ANY SITE ACTIVITY THE TREE PROTECTION1.
TO THE WRITTEN APPROVAL OF URBAN FORESTRY.CONSULTATION WITH CONTRACT ADMINISTRATOR AND BE SUBJECTTO BE REMOVED SHALL BE DETERMINED THROUGH ONSITE THE NEED FOR ADDITIONAL TREE REMOVALS BEYOND THOSE SHOWN 11.
IDENTIFIED AS TPZ MUST REMAIN UNDISTURBED AT ALL TIMES.VEHICLES OR EQUIPMENT IS PERMITTED WITHIN TPZ. THE AREA(S)OR MATERIAL OR FILL IS PERMITTED. NO MOVEMENT OR STORAGE OFPROTECTION ZONE (TPZ), NO ROOT CUTTING IS PERMITTED, NO STORAGE TREATMENTS IS PERMITTED WITHIN THE AREA IDENTIFIED AS TREENO CONSTRUCTION ACTIVITY INCLUDING GRADE CHANGES, SURFACE2.
ENVIRONMENT OCCUR AS RESULT OF CONTRACTOR'S OPERATION.TEMPORARY BYPASS SYSTEM MUST BE PROTECTED DURING FLOODING EVENTS SUCH THAT NO SPILLS TO THE 4.
UNTETHERED EQUIPMENT ETC.FLOODPLAN THAT WOULD HAVE CAPACITY TO CAUSE AN OBSTRUCTION TO FLOW OR SPILL I.E. FUEL TANKS, CONTRACTOR SHALL IMPLEMENT THE FOLLOWING CONTINGENCY PLAN: REMOVE ALL ITEMS FROM REGIONAL CONDUCTED DURING FAVORABLE WEATHER CONDITIONS. SHOULD AN UNEXPECTED STORM ARISE, THE THE CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL DAYS IN ADVANCE TO ENSURE THAT WORKS ARE 3.
FLOOD LINE AT 416-661-6514 MONITOR TRCA FLOOD FORECAST WEBPAGE).PROJECT CONTRACTOR SHALL MONITOR TRCA'S FLOOD FORECAST AND WARNING SYSTEM (CALL TRCA'S 24 HR 2.
STORM.PORTION OF CONSTRUCTION AREA EXPECTED TO BE FLOODED MORE FREQUENTLY THAN DURING A 2 YEAR 1.
SUPPORTED BY WOOD HOARDINGTO REACH MH COVER LEVELMULTIPLE SAND BAG ROWS
AND LAYDOWN AREAGRAVEL ACCESS ROAD PROPOSED TEMPORARY
ACCESS ROADPROPOSED GRAVEL
SEE DWG C20 FOR DETAILS, TYP OF 4SURFACE SHEET FLOW TO ENTER RIVER
ROW UNDERNEATH TO PREVENTTIMBER COVER WITH SAND BAG BARRIER
MINOR RAMP MADE OF CROSS LAMINATED
48 HOURS PRIOR TO CONDUCTING ANY SPECIFIED WORK.PROFESSIONAL MUST CONTACT FORESTRY SERVICES NO LESS THANGOOD ARBORICULTURAL STANDARDS. THE ARBORIST / TREEPRUNING OF TREE ROOTS AND BRANCHES MUST BE IN ACCORDANCE WITH PROFESSIONAL AS APPROVED BY URBAN FORESTRY SERVICES. ALLMUST BE PRUNED BY A QUALIFIED ARBORIST OR OTHER TREEPROTECTION ZONE(S) INDICATED ON THIS PLAN WHICH REQUIRE PRUNINGANY ROOTS OR BRANCHES WHICH EXTEND BEYOND THE TREE4.
FLOOD LINETRCA 5 YEAR
AUGUST 21, 2018
CONSTRUCTION MATERIALS,ETC.FLOW, E.G., FUEL TANKS, PORTAPOTTIES, MACHINERY, EQUIPMENT, WOULD HAVE THE POTENTIAL TO CAUSE A SPILL OR AN OBSTRUCTION TO ALL UNFIXED ITEMS FROM THE REGIONAL STORM FLOOD PLAIN THAT SHOULD AN UNEXPECTED STORM ARISE, THE CONTRACTOR WILL REMOVE WORKS WILL BE CONDUCTED DURING FAVOURABLE WEATHER CONDITIONS. DAYS IN ADVANCE OF THE ONSET OF THE PROJECT TO ENSURE THAT THE THE PROPONENT/CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL 14.
PREVENT MUD AND DIRT TRACKING ONTO ROADS.CLEAN OFF TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE TO 13.
CLEANUP (WHEN NECESSARY) OF ROADS ADJACENT TO THE PROJECT.PROVIDE DUST CONTROL AT ALL TIMES INCLUDING THE MAINTENANCE AND 12.
RESTORED TO THE SATISFACTION OF THE CONTRACT ADMINISTRATOR.FACILITIES TO BE REMOVED FOLLOWING CONSTRUCTION AND AREAS ALL EROSION CONTROL AND TEMPORARY ROADS, STRUCTURES AND 11.
FUNCTIONAL UNTIL THE SITE IS STABILIZED.SEDIMENTATION AND EROSION CONTROLS ARE TO BE KEPT IN PLACE AND 10.
CONDITIONS.WHERE ACCESS ROAD IS LOCATED IN UNPAVED AREAS OR SOFT GROUND TIMBER ACCESS MATS SUCH AS CROSSLAMTM OR APPROVED EQUAL CONTRACTOR SHALL COVER ALL ACCESS ROADS WITH CROSS LAMINATED 9.
BAGS TO BE FLEXIBLE TO MOULD TO CONTOURS. DRAINAGE. BAGS TO BE FILLED ONLY THREE QUARTERS FULL TO ALLOW SAND BAGS TO BE FILLED WITH GRAVEL TO PROVIDE BARRIER FOR 8.
OR MATCHED.ALL GRADES WITHIN THE REGULATORY FLOOD PLAIN WILL BE MAINTAINED 7.
CONTROLL.MINIMUM 30m AWAY FROM THE WATER. PROVIDE SPILL CONTAINMENT AND MAINTENANCE MUST BE CONDUCTED IN DESIGNATED AREAS A DITCHES, SWALES, STORM DRAINS OR WATERBODIES. VEHICLE REFUELING DEBRIS, CONCRETE OR OTHER DELETERIOUS SUBSTANCES INTO NEARBY WILL BE CONTROLLED TO PREVENT ENTRY OF PETROLEUM PRODUCTS, ALL CONSTRUCTION ACTIVITIES INCLUDING MAINTENANCE PROCEDURES 6.
SITE AND USED AS NECESSARY.BE IMMEDIATELY CONTACTED. ADDITIONAL ESC MEASURES TO BE KEPT ON TORONTO REGION CONSERVATION AUTHORITY ENFORCEMENT OFFICE TO IMMEDIATELY TO MINIMIZE POTENTIAL ECOLOGICAL IMPACTS AND THE SUBSTANCE, THEN ALTERNATIVE MEASURES MUST BE IMPLEMENTED ARE NOT EFFECTIVE IN PREVENTING THE RELEASE OF A DELETERIOUS LEAVING THE WORK AREA. IF THE PRESCRIBED MEASURES ON THE PLANS SITE CONDITIONS CHANGE TO MINIMIZE SEDIMENT LADEN RUNOFF FROM PLANS ARE NOT STATIC AND MAY NEED TO BE UPGRADED/AMENDED AS THE EROSION AND SEDIMENT CONTROL STRATEGIES OUTLINED ON THE 5.
PROGRESSES.TEMPORARILY OR PERMANENTLY STABILIZED OR RESTORED AS THE WORK ALL DISTURBED AREAS WILL BE MINIMIZED TO THE EXTENT POSSIBLE, AND 4.
REQUIRED.DAILY (AND AFTER ANY STORM EVENT) AND CLEARED OR REPLACED, AS ALL SEDIMENTATION AND EROSION CONTROLS ARE TO BE INSPECTED 3.
FROM LEAVING THE SITE "UNTREATED."OPERATIONS AND SHALL BE LOCATED TO PREVENT SURFACE RUNOFF BE IN PLACE PRIOR TO INITIATION OF TOPSOIL STRIPPING OR PRE-GRADING SEDIMENTATION AND EROSION CONTROLS INCLUDING SILT FENCES ARE TO 2.
THE DEFICIENCY.SHALL BE REPAIRED OR REPLACED IMMEDIATELY UPON IDENTIFICATION OF WATERWAY. ALL DAMAGED EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION PHASES, TO PREVENT ENTRY OF SEDIMENT INTO THE IMPLEMENTED PRIOR TO, AND MAINTAINED AT ALL TIMES DURING EROSION AND SEDIMENT CONTROL (ESC) MEASURES SHALL BE 1.
COMMENCING CONSTRUCTION. AND TRCA MANAGER 48 HOURS PRIOR TO PLEASE NOTIFY TRCA ENFORCEMENT OFFICER 22.
AS THE PROPONENT. THE TRCA ENFORCEMENT OFFICER AS WELL THE ENVIRONMENTAL MONITOR WILL CONTACT WORKS. SHOULD CONCERN ARISE ON SITE, RESTORATION AND IN-OR-NEAR WATER CONTROLS, DEWATERING OR UNWATERING, WORKS RELATED TO EROSION AND SEDIMENT MONITOR ALL WORKS, AND IN PARTICULAR FOLLOWING RAIN/ SNOW MELT EVENT TO WELL AS ON A REGULAR BASIS, OR THE SITE TO INSPECT ALL NEW CONTROLS, AS AN ENVIRONMENTAL MONITOR WILL ATTEND 21.
7037e91abdf362943c155c20f&id=c90ab6ccf9http://trca.us14.list-manage.com/subscribe?u= WARNING MESSAGE SERVICE AT CONTRACTOR SHALL REGISTER FOR TRCA'S ELECTRONIC FLOOD 20.
BAG ROWS AND TO TIE IN WITH SILT FENCES TO BOTH SIDES.SHEET FLOWS INTO RIVER. RAMPS TO BE ON THE TOP OF SAND BRIDGES TO GOLF COURSE TO HAVE MINOR RAMPS TO PREVENT BOTH ENTRY AND EXIT POINTS OF ACCESS 19.
ACT.APRIL 1 TO COMPLY WITH THE MIGRATORY BIRDS CONVECTION TREE REMOVALS MUST BE COMPLETED BETWEEN AUGUST 1 AND 18.
TRCA.TO CROSS THROUGH THE WATECOURSE UNLESS APPROVED BY THE WATERCOURSE. NO EQUIPMENT OR VEHICLES ARE PERMITTED ALL ACCESS TO THE WORK SITE SHALL BE FROM EITHER SIDE OF 17.
PREVENTING THE RELEASE OF SEDIMENT LADEN WATER.AND MAINTAINED OR REVISED TO MEET THE OBJECTIVE OF CONTROL MEASURES SHALL BE MONITORED FOR EFFECTIVENESS DRAIN ONTO DISTURBED SOILS WITHIN WORK AREA. THESE ANY WATERCOURSE, WETLAND OR FOREST, OR ALLOWED TO AREA. NO DEWATERING EFFLUENT SHALL BE SENT DIRECTLY TO WETLAND AND ALLOWED TO DRAIN THROUGH A WELL-VEGETATED TO THE ENVIRONMENT AT LEAST 30m FROM A WATERCOURSE OR ALL DEWATERING/UNWATERING SHALL BE TREATED AND RELEASED 16.
AS TERRAFIX 270R SILTSACKS OR APPROVED EQUIVALENT.ALL CATCH BASINS SHALL BE OUTFITTED WITH SILT SACKS SUCH 15.
AROUND WORKING AREA OR WITHIN 15m EMBANKMENT.CONTRACTOR IS NOT PERMITTED TO STOCK PILE MATERIALS IN OR 29.
MADE OF NATURAL FIBERS ONLY WITH NO PLASTIC.EROSION CONTROL BLANKETS SHALL BE 100% BIODEGRADABE AND 28.
AN ISSUE ARSES. NOTIFY THE TRCA ENFORCEMENT OFFICER AND PROJECT MANAGER IF CONSTRUCTION PROCEEDS. THE ENVIRONMENTAL MONITOR SHALL THE NATURAL ENVIRONMENT ARE EFFECTIVELY MITIGATED AS TO ENSURE THAT ACTIVITIES THAT COULD HAVE A NEGATIVE IMPACT TO AN ENVORONMENTAL MONITOR WILL BE ON SITE AND PROVIDE ADVICE, 27.
ACTIVITIES ARE COMPLETED.RETURN IT TO THE ORIGINAL LOCATION ONCE CONSTRUCTION MATERIAL IS REMOVED FROM THE WATERBODY, SET IT ASIDE AND OF THE WATERBODY BELOW THE ORDINARY HIGH WATER MARK. IF AND OTHER MATERIALS FROM THE BANKS, THE SHORELINE OR THE BED MINIMIZE THE REMOVAL OF NATURAL WOODY DEBRIS, ROCKS, SAND, 26.
TO REDUCE COMPACTION AND DISTURBANCE TO ADJACENT AREAS.ESTABLISH SIGLE SITE ENTRY AND EXIT TO THE TEMPORARY BRIDGES 25.
FRESHET (MTO 2016).REMOVE TEMPORARY BRIDGES BEFORE THE ONSET OF SPRING 24.
THAT AVOIDS EROSION AND SEDIMENTATION.WOOD OR STEEL) FOR BRIDGE APPROACHES AND INSTALL IN A MANNER USE ONLY CLEAN MATERIALS (EG. ROCK OR COARSE GRAVEL, FILL, 23.
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SERC WEIVTSAE
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DON RIVER
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DON
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PARKMILLSYORK
V.B. 17ECS-LU-03TT
REHABILITATION
PLAN
C10
O.O.
1236-16-06-13
N
N
LINEFLOOD REGULATORYTRCA
LINEFLOOD
REGULATORYTRCA
WEST DON SANITARY TRUNK SEWER
GOLF COURSEDON VALLEY
POND
ASPHALT WALKWAY
MH 132-072-1
LIMIT O
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ON
TR
AC
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EROSION AND SEDIMENT CONTROL PLAN 3
NON-WOVEN GEOTEXTILEWITH METAL STAKES ANDAS PER OPSD 219.130HEAVY DUTY SILT FENCE
FENCECONSTRUCTION
BH1
NON-WOVEN GEOTEXTILEWITH METAL STAKES AND
AS PER OPSD 219.130HEAVY DUTY SILT FENCE
FENCECONSTRUCTION
EROSION AND SEDIMENT CONTROL NOTES:
INSPECTION OF THE SITE PROTECTION MUST BE CONDUCTED .INSTALLED THE URBAN FORESTRY STAFF MUST BE NOTIFIED AND ANONCE ALL TREE PROTECTION MEASURES HAVE BEEN6.
TORONTO URBAN FORESTRY SERVICES.ANY QUESTIONS SHOULD BE DIRECTED TO CITY OF7.
OUTSIDE OF LIMITS OF CONSTRUCTION.STAGING, MATERIAL STOCK PILES, PARKING, ETC. PARK AREA NOT TO BE USED FOR CONSTRUCTION9.
REQUIRED AND WORK TO BE COMPLETED IN MINIMUM TIME FRAMES.TEMPORARY FENCING TO BE REMOVED WHEN NO LONGER10.
TREE PROTECTION NOTES:
WITH CLEAN NATIVE TOPSOIL.HAND TRIMMED BY QUALIFIED ARBORIST AND BACKFILLEDBRANCHES CUT DURING CONSTRUCTION ACTIVITIES WILL BE ZONE EXTEND INTO THE CONSTRUCTION LIMITS. ROOTS AND /ORTREE WILL REQUIRE PRUNING AS THEIR TREE PROTECTION3.
OUTLINED IN THE ARBORIST REPORT PREPARED BY LGL LIMITED.MUST BE IN ACCORDANCE WITH THE RECOMMENDATIONSPROTECTION OF THE TREES INDICATED ON THIS PLAN5.
OF CONSTRUCTION.WILL BE RE-GRADED TO ORIGINAL SURFACE UPON COMPLETIONCONSTRUCTION. ANY GRADE DISTURBANCES ( I.E. TRENCHING)EXISTING GRADE TO BE MAINTAINED DURING AND AFTER 8.
PIPE TRENCH OR CONSTRUCTION PART ARE TO REMAIN.TREE STUMPS FROM CUT TREES NOT WITHIN12.
FLOODPLAIN NOTES:
RNFP 0608OFFENCE CONTINUES.RAVINE PERMIT CONDITIONS IS LIABLE TO A MAXIMUM FINE OF NOT MORE THAN $10,000 FOR EACH DAY OR PART OF A DAY THAT THE AND/OR A SPECIAL FINE OF $100,000. A PERSON CONVICTED OF A CONTINUING OFFENCE, INCLUDING FAILURE TO COMPLY WITH $100,000 FOR EACH TREE DESTROYED, A MAXIMUM FINE OF $100,000 FOR ANY OTHER OFFENCE COMMITTED UNDER THIS CHAPTER, CITY. A PERSON CONVICTED OF AN OFFENCE UNDER THIS BY- LAW IS LIABLE TO A MINIMUM FINE OF $500 AND A MAXIMUM FINE OF SUBJECT TO FINES, AND THE LANDOWNER MAY BE ORDERED BY THE COURT TO RESTORE THE AREA TO THE SATISFACTION OF THE CONVICTIONS OF OFFENCES RESPECTING THE REGULATIONS IN THE RAVINE & NATURAL FEATURE PROTECTION BY-LAW ARE
THE GENERAL MANAGER OF PARKS, FORESTRY & RECREATION.ALTERED, WITHOUT WRITTEN AUTHORISATION FROM URBAN FORESTRY RAVINE & NATURAL FEATURE PROTECTION, ON BEHALF OF UNDER THIS BY-LAW PROTECTED TREES MAY NOT BE REMOVED, INJURED OR DESTROYED, AND PROTECTED GRADES MAY NOT BE
DUMPING OF REFUSE AND CHANGES TO GRADE WITHIN PROTECTED AREAS DEFINED IN SCHEDULE A.THE INJURY AND DESTRUCTION OF TREES,
, CHAPTER 658 OF THE CITY OF TORONTO MUNICIPAL CODE REGULATES RAVINE & NATURAL FEATURE PROTECTION BY-LAWTHE
THE RAVINE & NATURAL FEATURE PROTECTION BY-LAW
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BUFFERBUTTERNUT TREE
BUFFERBUTTERNUT TREE
DON RIVER WEST BRANCH
1 08/21/2018 ISSUED FOR TENDER
SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE:
DRAFTING: CHECK:
DRAWING
NUMBER:
CONTRACT No.
WaterENGINEERING & CONSTRUCTION SERVICES
JOHN KELLY, P. ENG.
LINEAR UNDERGROUND INFRASTRUCTURE
DIRECTOR,
WILLIAM SHEA, P.ENG.A.H.
1:500DIRECTOR,
DISTRIBUTION AND COLLECTION
GRAHAM HARDING, P.ENG.
DIRECTOR,
MANAGEMENTWATER INFRASTRUCTURE
TO THE WRITTEN APPROVAL OF URBAN FORESTRY.CONSULTATION WITH CONTRACT ADMINISTRATOR AND BE SUBJECTTO BE REMOVED SHALL BE DETERMINED THROUGH ONSITE THE NEED FOR ADDITIONAL TREE REMOVALS BEYOND THOSE SHOWN 11.
LOCAL DITCH
PROTECTION BARRIERS. PRIOR TO THE REMOVAL OF THE TREE PROVIDED TO URBAN FORESTRY SERVICES BARRIER. WRITTEN NOTICE MUST BE C32 MUST BE ATTACHED TO ALL SIDES OF THE COMPLETE. A SIGN AS ON DETAIL 2 DRAWING ACTIVITIES INCLUDING LANDSCAPING ARE EFFECTIVE CONDITION UNTIL ALL SITE TREE PROTECTION BARRIERS MUST REMAIN IN TORONTO, URBAN FORESTRY SERVICES. THE AND WRITTEN NOTICE PROVIDED TO CITY OF SPECIFIED ON THIS PLAN MUST BE INSTALLED ACTIVITY THE TREE PROTECTION BARRIERS PRIOR TO COMMENCEMENT OF ANY SITE 1.
ALL TIMES.IDENTIFIED AS TPZ MUST REMAIN UNDISTURBED AT EQUIPMENT IS PERMITTED WITHIN TPZ. THE AREA(S) MOVEMENT OR STORAGE OF VEHICLES OR STORAGE OR MATERIAL OR FILL IS PERMITTED. NO ZONE (TPZ), NO ROOT CUTTING IS PERMITTED, NO WITHIN THE AREA IDENTIFIED AS TREE PROTECTION CHANGES, SURFACE TREATMENTS IS PERMITTED NO CONSTRUCTION ACTIVITY INCLUDING GRADE 2.
TO CONDUCTING ANY SPECIFIED WORK.FORESTRY SERVICES NO LESS THAN 48 HOURS PRIOR THE ARBORIST / TREE PROFESSIONAL MUST CONTACTACCORDANCE WITH GOOD ARBORICULTURAL STANDARDS.PRUNING OF TREE ROOTS AND BRANCHES MUST BE INAS APPROVED BY URBAN FORESTRY SERVICES. ALLBY A QUALIFIED ARBORIST OR OTHER TREE PROFESSIONAL PLAN WHICH REQUIRE PRUNING MUST BE PRUNEDTHE TREE PROTECTION ZONE(S) INDICATED ON THISANY ROOTS OR BRANCHES WHICH EXTEND BEYOND4.
NO SPILLS TO THE ENVIRONMENT OCCUR AS RESULT OF CONTRACTOR'S OPERATION.TEMPORARY BYPASS SYSTEM MUST BE PROTECTED DURING FLOODING EVENTS SUCH THAT 4.
EQUIPMENT ETC.CAPACITY TO CAUSE AN OBSTRUCTION TO FLOW OR SPILL I.E. FUEL TANKS, UNTETHERED CONTINGENCY PLAN: REMOVE ALL ITEMS FROM REGIONAL FLOODPLAN THAT WOULD HAVE UNEXPECTED STORM ARISE, THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING THAT WORKS ARE CONDUCTED DURING FAVORABLE WEATHER CONDITIONS. SHOULD AN THE CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL DAYS IN ADVANCE TO ENSURE 3.
WEBPAGE).(CALL TRCA'S 24 HR FLOOD LINE AT 416-661-6514 MONITOR TRCA FLOOD FORECAST PROJECT CONTRACTOR SHALL MONITOR TRCA'S FLOOD FORECAST AND WARNING SYSTEM 2.
DURING A 2 YEAR STORM.PORTION OF CONSTRUCTION AREA EXPECTED TO BE FLOODED MORE FREQUENTLY THAN 1.
ACCESS ROADGRAVELPROPOSED
ROAD TO EX. ASPHALT PATHCONNECT GRAVEL ACCESS
CONTRACTOR IS NOT PERMITTED TO STOCK PILE MATERIALS IN OR AROUND WORKING AREA OR WITHIN 15m EMBANKMENT.29.
EROSION CONTROL BLANKETS SHALL BE 100% BIODEGRADABE AND MADE OF NATURAL FIBERS ONLY WITH NO PLASTIC.28.
ENVIRONMENTAL MONITOR SHALL NOTIFY THE TRCA ENFORCEMENT OFFICER AND PROJECT MANAGER IF AN ISSUE ARSES. NEGATIVE IMPACT TO THE NATURAL ENVIRONMENT ARE EFFECTIVELY MITIGATED AS CONSTRUCTION PROCEEDS. THE AN ENVORONMENTAL MONITOR WILL BE ON SITE AND PROVIDE ADVICE, TO ENSURE THAT ACTIVITIES THAT COULD HAVE A 27.
COMPLETED.THE WATERBODY, SET IT ASIDE AND RETURN IT TO THE ORIGINAL LOCATION ONCE CONSTRUCTION ACTIVITIES ARE SHORELINE OR THE BED OF THE WATERBODY BELOW THE ORDINARY HIGH WATER MARK. IF MATERIAL IS REMOVED FROM MINIMIZE THE REMOVAL OF NATURAL WOODY DEBRIS, ROCKS, SAND, AND OTHER MATERIALS FROM THE BANKS, THE 26.
ADJACENT AREAS.ESTABLISH SIGLE SITE ENTRY AND EXIT TO THE TEMPORARY BRIDGES TO REDUCE COMPACTION AND DISTURBANCE TO 25.
REMOVE TEMPORARY BRIDGES BEFORE THE ONSET OF SPRING FRESHET (MTO 2016).24.
INSTALL IN A MANNER THAT AVOIDS EROSION AND SEDIMENTATION.USE ONLY CLEAN MATERIALS (EG. ROCK OR COARSE GRAVEL, FILL, WOOD OR STEEL) FOR BRIDGE APPROACHES AND 23.
PLEASE NOTIFY TRCA ENFORCEMENT OFFICER AND TRCA MANAGER 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 22.
AUGUST 21, 2018
CONTACT THE TRCA ENFORCEMENT OFFICER AS WELL AS THE PROPONENT. WATER WORKS. SHOULD CONCERN ARISE ON SITE, THE ENVIRONMENTAL MONITOR WILL SEDIMENT CONTROLS, DEWATERING OR UNWATERING, RESTORATION AND IN-OR-NEAR MONITOR ALL WORKS, AND IN PARTICULAR WORKS RELATED TO EROSION AND AS WELL AS ON A REGULAR BASIS, OR FOLLOWING RAIN/ SNOW MELT EVENT TO AN ENVIRONMENTAL MONITOR WILL ATTEND THE SITE TO INSPECT ALL NEW CONTROLS, 21.
APPROPRIATE EROSION AND SEDIMENT CONTROL.ALL IN WATER AND NEAR WATER WORKS WILL BE CONDUCTED IN THE DRY WITH 20.
7037e91abdf362943c155c20f&id=c90ab6ccf9SERVICE AT http://trca.us14.list-manage.com/subscribe?u= CONTRACTOR SHALL REGISTER FOR TRCA'S ELECTRONIC FLOOD WARNING MESSAGE 19.
THE MIGRATORY BIRDS CONVENTION ACT.TREE REMOVALS MUST BE COMPLETED BETWEEN NOVEMBER - MARCH TO COMPLY WITH 18.
UNLESS APPROVED BY TRCA.NO EQUIPMENT OR VEHICLES ARE PERMITTED TO CROSS THROUGH THE WATECOURSE ALL ACCESS TO THE WORK SITE SHALL BE FROM EITHER SIDE OF THE WATERCOURSE. 17.
OBJECTIVE OF PREVENTING THE RELEASE OF SEDIMENT LADEN WATER.MONITORED FOR EFFECTIVENESS AND MAINTAINED OR REVISED TO MEET THE DISTURBED SOILS WITHIN WORK AREA. THESE CONTROL MEASURES SHALL BE DIRECTLY TO ANY WATERCOURSE, WETLAND OR FOREST, OR ALLOWED TO DRAIN ONTO DRAIN THROUGH A WELL-VEGETATED AREA. NO DEWATERING EFFLUENT SHALL BE SENT ENVIRONMENT AT LEAST 30m FROM A WATERCOURSE OR WETLAND AND ALLOWED TO ALL DEWATERING/UNWATERING SHALL BE TREATED AND RELEASED TO THE 16.
ALL CATCH BASINS SHALL BE OUTFITTED WITH SILT TRAPS.15.
EQUIPMENT, CONSTRUCTION MATERIALS,ETC.OR AN OBSTRUCTION TO FLOW, E.G., FUEL TANKS, PORTAPOTTIES, MACHINERY, REGIONAL STORM FLOOD PLAIN THAT WOULD HAVE THE POTENTIAL TO CAUSE A SPILL STORM ARISE, THE CONTRACTOR WILL REMOVE ALL UNFIXED ITEMS FROM THE CONDUCTED DURING FAVOURABLE WEATHER CONDITIONS. SHOULD AN UNEXPECTED ADVANCE OF THE ONSET OF THE PROJECT TO ENSURE THAT THE WORKS WILL BE THE PROPONENT/CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL DAYS IN 14.
AND DIRT TRACKING ONTO ROADS.CLEAN OFF TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE TO PREVENT MUD 13.
(WHEN NECESSARY) OF ROADS ADJACENT TO THE PROJECT.PROVIDE DUST CONTROL AT ALL TIMES INCLUDING THE MAINTENANCE AND CLEANUP 12.
OF THE CONTRACT ADMINISTRATOR.REMOVED FOLLOWING CONSTRUCTION AND AREAS RESTORED TO THE SATISFACTION ALL EROSION CONTROL AND TEMPORARY ROADS, STRUCTURES AND FACILITIES TO BE 11.
UNTIL THE SITE IS STABILIZED.SEDIMENTATION AND EROSION CONTROLS ARE TO BE KEPT IN PLACE AND FUNCTIONAL 10.
LOCATED IN UNPAVED AREAS OR SOFT GROUND CONDITIONS.ACCESS MATS SUCH AS CROSSLAMTM OR APPROVED EQUAL WHERE ACCESS ROAD IS CONTRACTOR SHALL COVER ALL ACCESS ROADS WITH CROSS LAMINATED TIMBER 9.
CONTOURS.BE FILLED ONLY THREE QUARTERS FULL TO ALLOW BAGS TO BE FLEXIBLE TO MOULD TO SAND BAGS TO BE FILLED WITH GRAVEL TO PROVIDE BARRIER FOR DRAINAGE. BAGS TO 8.
ALL GRADES WITHIN THE REGULATORY FLOOD PLAIN WILL BE MAINTAINED OR MATCHED.7.
CONTAINMENT CONTROLL.DESIGNATED AREAS A MINIMUM 30m AWAY FROM THE WATER. PROVIDE SPILL WATERBODIES. VEHICLE REFUELING AND MAINTENANCE MUST BE CONDUCTED IN OTHER DELETERIOUS SUBSTANCES INTO NEARBY DITCHES, SWALES, STORM DRAINS OR CONTROLLED TO PREVENT ENTRY OF PETROLEUM PRODUCTS, DEBRIS, CONCRETE OR ALL CONSTRUCTION ACTIVITIES INCLUDING MAINTENANCE PROCEDURES WILL BE 6.
AS NECESSARY.IMMEDIATELY CONTACTED. ADDITIONAL ESC MEASURES TO BE KEPT ON SITE AND USED TORONTO REGION CONSERVATION AUTHORITY ENFORCEMENT OFFICE TO BE IMPLEMENTED IMMEDIATELY TO MINIMIZE POTENTIAL ECOLOGICAL IMPACTS AND THE RELEASE OF A DELETERIOUS SUBSTANCE, THEN ALTERNATIVE MEASURES MUST BE PRESCRIBED MEASURES ON THE PLANS ARE NOT EFFECTIVE IN PREVENTING THE MINIMIZE SEDIMENT LADEN RUNOFF FROM LEAVING THE WORK AREA. IF THE STATIC AND MAY NEED TO BE UPGRADED/AMENDED AS SITE CONDITIONS CHANGE TO THE EROSION AND SEDIMENT CONTROL STRATEGIES OUTLINED ON THE PLANS ARE NOT 5.
PROGRESSES.TEMPORARILY OR PERMANENTLY STABILIZED OR RESTORED AS THE WORK ALL DISTURBED AREAS WILL BE MINIMIZED TO THE EXTENT POSSIBLE, AND 4.
ANY STORM EVENT) AND CLEARED OR REPLACED, AS REQUIRED.ALL SEDIMENTATION AND EROSION CONTROLS ARE TO BE INSPECTED DAILY (AND AFTER 3.
BE LOCATED TO PREVENT SURFACE RUNOFF FROM LEAVING THE SITE "UNTREATED."PRIOR TO INITIATION OF TOPSOIL STRIPPING OR PRE-GRADING OPERATIONS AND SHALL SEDIMENTATION AND EROSION CONTROLS INCLUDING SILT FENCES ARE TO BE IN PLACE 2.
THE DEFICIENCY.MEASURES SHALL BE REPAIRED OR REPLACED IMMEDIATELY UPON IDENTIFICATION OF OF SEDIMENT INTO THE WATERWAY. ALL DAMAGED EROSION AND SEDIMENT CONTROL AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION PHASES, TO PREVENT ENTRY EROSION AND SEDIMENT CONTROL (ESC) MEASURES SHALL BE IMPLEMENTED PRIOR TO, 1.