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E A S T S T R EET L I N E WE S T S T R EET L I N E L I N E WE S T S T R EET E A S T S T R EET L I N E S T REET L I NE NO RT H S T REET L I NE S OUT H Fibre Optic (Rogers) Under Construction 150 mm C.I.Water Main 06/18/18 1 Linear Underground Infrastructure Director, Design & Construction JOHN P. KELLY, P.ENG. Construction Services Engineering & EXECUTIVE DIRECTOR CHIEF ENGINEER and MICHAEL D'ANDREA, P.ENG Standalone Undergrounds Acting Manager SALIMA JIVRAJ, P.ENG., PMP EASTING NORTHING ELEVATION B.M. STATION H.C.M. STATION HORIZONTAL \ VERTICAL CONTROL MONUMENTS CONSULTANTS ISSUED FOR TENDER D.R.F. R D.R.F. ADDENDUM 1 07/09/18 2 R ADDENDUM DRAWINGS AS PER REVISION TO TENDER 100 mm SC IP Gas Main (Enbridge) G.S. Toronto Hydro 410 x 260 mm (W x H) Toronto Hydro Ductbank 410 x 260 mm (W x H) Toronto Hydro Ductbank W.S. HYD. W.S. W.S. W.S. Hydro Hydro G.S. Stm. Stm. Stm. Stm. G.S. Stm. Stm. Stm. Stm. 900 mm Stm. 900 mm Stm. 900 mm Stm. 150 mm C.l. Water Main 250 mm C.l. Water Main Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Bell) Telecommunication (Rogers) Telecommunication (Rogers) Fibre Optic (Rogers) Fibre Optic (Rogers) Fibre Optic (Rogers) Fibre Optic (Rogers) Fibre Optic (Rogers) Fibre Optic (Rogers) Fibre Optic (Rogers) Fibre Optic (Rogers) Fibre Optic (Rogers) Fibre Optic (Rogers) (Rogers) Fibre Optic (Rogers) Telecommunication Gas Main (Enbridge) 100 mm SC IP Main (Enbridge) 100 mm SC IP Gas Fibre Optic (Rogers) STATION GEODETIC DATUM ELEVATION EXISTING CROWN GEODETIC DATUM STATION ELEVATION EXISTING CROWN TRCA EROSION AND SEDIMENT CONTROL: Unknown Utility NOT TO SCALE K E Y P L A N VALVE R E L A T E D D R A W I NG S : P - / U - HYDRANT DATE INITIAL REVISIONS No. SIGNED DIGITAL INFORMATION 18-01268_MAP.dgn STREETLINE 18-01268_MAP.dgn 18-01268_MAP.dgn 18-01268_MAP.dgn(2017) MAPPING UTILITY DESIGN SURVEY(Year) 18-01268_MAP.dgn Engineering & Construction Services DANF ORT H RD PAL OMA PL AVE GAGE T A N S LE YA V E DANF ORT H RD T AN S L E YAV E S E M I N O L E A V E GL OS AVE BRI ML EY RD E L GA RA V E G R AY L E E A V E GRAYLEE AVE WET H E R B Y D R S T R O D E D R C H I L LE R Y A V E BRI ML EY RD CRES SHADDOCK DANF ORT H RD T H I C K E T WO ODD R CRES FRED BLAND CRT BLUE LAGOON MCCOW AN RD S AV A R I NS T T R U D E L L E S T MCCOW AN RD P R OV I D E N C ES T C A R S L A K EC R E S S E M I N O L EA V E B E NDA L EB L V D GA R D E N SC R L P R I NGDA L E 1 8 - 0 1 26 8 - 0 0 1 1 8 - 0 1 268 - 00 2 1 8 - 0126 8 - 0 0 3 18 - 01268 - 0 0 4 1 8 - 0 1 2 6 8 - 005 Traffic Loop Traffic Loop 250 mm Conc.San. 300 300 300 300 150 300 150 1 OF 7 D.R.F. DANFORTH ROAD FROM TRUDELLE STREET TO CARSLAKE CRESCENT S T A . 1 + 70 S T A . 1 + 70 S EE DRA W I NG 18 - 01268 - 0 0 2 DAN F O R T H R O AD 300 mm WATERMAIN REPLACEMENT * CB LEADS CLEARANCES : * * MAINTENANCE CHAMBERS : * * PROFILE CHAINAGE: * * TREE PROTECTION : * B.A./D.F. 18ECS-LU-06SU DESIGN HORIZONTAL 1:200 VERTICAL 1:100 NUMBER DRAWING SCALE SHEET 165.00 m 160.00 m 155.00 m 150.00 m 145.00 m 160.00 m 155.00 m 150.00 m 145.00 m 165.00 m CONTRACT No. DRAWN CHECKED DATE S T REET T RUDELLE NUMBER SIZE (DIAMETER) 150 mm 150 mm 300 mm 250 mm 250 mm 300 mm 200 mm 200 mm 200 mm V.B. NO. 10 V.B. NO. 11 300 mm 100 mm 100 mm V.B. NO. 13 V.B. NO. 14 V.B. NO. 15 300 mm 150 mm 150 mm 150 mm V.B. NO. 16 V.B. NO. 17 150 mm 150 mm V.B. NO. 18 V.B. NO. 19 V.B. NO. 20 V.B. NO. 21 300 mm 150 mm 150 mm V.B. NO. 22 V.B. NO. 23 200 mm 18-01268-001 M.C./V.W. * ASBESTOS ASPHALT REMOVAL: * - SEE DRAWING 18ECS-LU-06SU_G2 FOR GENERAL NOTES FOR DETAILS - SEE DRAWING 18ECS-LU-06SU_G3 NOT REFLECT THE TRUE LENGTH ALONG THE WATERMAIN. THE WATERMAIN. THE PROFILE CHAINAGE DIFFERENCE MAY THE CENTRELINE OF CONSTRUCTION AND ARE PROJECTED TO STATIONS SHOWN ALONG PROFILE ARE ESTABLISHED FROM THE MAINTENANCE CHAMBER ON SITE. AND SHAPE SHOWN MAY NOT REFLECT THE TRUE CONDITIONS OF FROM TWAG AND AS-BUILT DRAWINGS. THE CHAMBER DIMENSIONS MAINTENANCE CHAMBERS SHOWN IN PLAN ARE ESTABLISHED 0.5 m MIN. VERTICAL CLEARANCE TO PROP. W/M (IF REQUIRED) AND REPLACE CB LEAD AND PROVIDE CONTRACTOR TO REMOVE TRENCH AND RESTORATION REMOVED IN ACCORDANCE WITH O.REG 278/05 WITHIN LIMITS OF EXIST. ASPHALT CONTAINING ASBESTOS ON SAVARIN STREET TO BE THE CONTRACT ADMINISTRATOR SHOWN ON THE CONTRACT DRAWINGS AND AS DIRECTED BY TREE PROTECTION FENCE TO BE INSTALLED AS PER T-220.01 AS V.B. NO. 1 V.B. NO. 2 V.B. NO. 3 V.B. NO. 4 V.B. NO. 5 V.B. NO. 6 V.B. NO. 7 V.B. NO. 8 V.B. NO. 24 V.B. NO. 25 150 mm V.B. NO. 26 V.B. NO. 28 V.B. NO. 30 150 mm 150 mm 250 mm V.B. NO. 29 250 mm V.B. NO. 31 V.B. NO. 32 V.B. NO. 33 250 mm 300 mm 300 mm V.B. NO. 34 V.B. NO. 36 150 mm 300 mm 200 mm 200 mm V.B. NO. 46 V.B. NO. 37 V.B. NO. 38 V.B. NO. 40 V.B. NO. 41 V.B. NO. 42 V.B. NO. 43 V.B. NO. 44 V.B. NO. 45 150 mm 150 mm 300 mm 300 mm 150 mm 150 mm JULY 9, 2018 V.B. NO. 9 150 mm V.B. NO. 35 V.B. NO. 39 150 mm 100 mm 150 mm 150 mm 150 mm V.B. NO. 12 150 mm 300 mm 300 mm 200 mm 150 mm 300 mm 300 mm V.B. NO. 27 300 mm 150 mm T.V. A T.V. B T.V. C T.V. D T.V. E T.V. F T.V. G T.V. I T.V. H PAYABLE UNDER THE CONTRACT 2. GATE VALVES & VALVE BOXES (V.B.) ARE THE CONTRACT TEMPORARY VALVES AND NON PAYABLE UNDER 1. ALL VALVES DENOTED AS T.V. ARE AND TEMPORARY VALVE GATE VALVE & VALVE BOX LOCATED WITHIN TRCA REGULATED AREA. 13. TEMPORARY 18" SILTSOXX SHALL BE INSTALLED AROUND JACK AND BORE SHAFTS 180 (GENERAL SPECIFICATION FOR THE MANAGEMENT OF EXCESS MATERIALS). 12. THE CONTRACTOR TO DISPOSE ALL DRILLING SPOILS AND EXCESS MATERIAL ACCORDING TO OPSS MAINTAINED OR REVISE TO MEET THE OBJECTIVE OF PREVENTING THE RELEASE OF SEDIMENT. THE WORK AREA. THESE CONTROL MEASURES SHALL BE MONITORED FOR EFFECTIVENESS AND WATERCOURSE, WETLAND OR FOREST, OR ALLOWED TO DRAIN ONTO DISTURBED SOILS WITHIN WELL-VEGETATED AREA. NO DEWATERING EFFLUENT SHALL BE SENT DIRECTLY TO ANY AT LEAST 30 METRES FROM A WATERCOURSE OR WETLAND AND ALLOWED TO DRAIN THROUGH A 11. ALL DEWATERING / UNWATERING SHALL BE TREATED AND RELEASED TO THE ENVIRONMENT MACHINERY, EQUIPMENT, CONSTRUCTION MATERIALS, ETC. THE POTENTIAL TO CAUSE A SPILL OR AN OBSTRUCTION TO FLOW, E.G., FUEL TANKS, PORTA-POTTIES, WILL REMOVE ALL UNFIXED ITEMS FROM THE REGIONAL STORM FLOOD PLAIN THAT WOULD HAVE FAVOURABLE WEATHER CONDITIONS. SHOULD AN UNEXPECTED STORM ARISE, THE CONTRACTOR OF THE ONSET OF THE PROJECT TO ENSURE THAT THE WORKS WILL BE CONDUCTED DURING 10. THE PROPONENT/CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL DAYS IN ADVANCED 9. REFER TO DWG. NO. 18ECS-LU-06SU_G3 FOR CATCH BASIN BUFFER DETAILS. APPROVED EQUIVALENT. CONTRACTOR TO CLEAN OUT SILT SACKS WHEN 2/3 CAPACITY IS REACHED. 8. CONTRACTOR SHALL INSTALL AND MAINTAIN TERRAFIX CATCH BASIN SILT SACK TYPE B OR 7. SEDIMENT CONTROL MEASURES SHALL BE PROVIDED AND MAINTAINED ON ALL CATCH BASINS. A HEAVY DUTY SILT FENCE WITH T-BAR COMPLETED WITH NON-WOVEN GEOTEXTILE FABRIC. PROPERTY WITHIN THE TRCA LIMITS ACCORDING TO STANDARD T-219-130-1. THIS SHALL INCLUDE 6. A SEDIMENT CONTROL FENCE SHALL BE ERECTED BEHIND THE EXISTING SIDEWALK ON CITY A MINIMUM OF 30 METRES FROM THE WATER. SUBSTANCES INTO THE WATER. VEHICULAR REFUELING AND MAINTENANCE WILL BE CONDUCTED THE ENTRY OF PETROLEUM PRODUCTS, DEBRIS, RUBBLE, CONCRETE, OR OTHER DELETERIOUS 5. ALL ACTIVITIES, INCLUDING MAINTENANCE PROCEDURES, WILL BE CONTROLLED TO PREVENT PERMANENTLY STABILIZED OR RESTORED AS THE WORK PROGRESSES. 4. ALL DISTURBED AREAS WILL BE MINIMIZED TO THE EXTENT POSSIBLE AND TEMPORARILY OR 3. ALL GRADES WITHIN THE REGULATORY FLOOD PLAIN WILL BE MAINTAINED OR MATCHED. NECESSARY TRCA ENFORCEMENT OFFICER SHOULD BE IMMEDIATELY CONTACTED ECOLOGICAL IMPACTS. ADDITIONAL ESC MEASURES TO BE KEPT ON SITE AND USED AS ALTERNATIVE MEASURES MUST BE IMPLEMENTED IMMEDIATELY TO MINIMIZE POTENTIAL ARE NOT EFFECTIVE IN PREVENTING THE RELEASE OF A DELETERIOUS SUBSTANCE, THEN LADEN RUNOFF FROM LEAVING THE WORK AREAS. IF THE PRESCRIBED MEASURES ON THE PLANS AND MAY NEED TO BE UPGRADED/AMENDED AS SITE CONDITIONS CHANGE TO MINIMIZE SEDIMENT 2. THE EROSION AND SEDIMENT CONTROL STRATEGIES OUTLINED ON THE PLANS ARE NOT STATIC AND/OR REPLACED WITHIN 48 HOURS OF THE INSPECTION. WATER. ALL DAMAGED EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE REPAIRED MAINTAINED DURING THE CONSTRUCTION PHASES, TO PREVENT ENTRY OF SEDIMENT INTO THE 1. EROSION AND SEDIMENT CONTROL (ESC) MEASURES WILL BE IMPLEMENTED PRIOR TO, AND N 4 844 290 E 325 294 N 4 844 390 E 325 294 65 Sunray Street Whitby, Ontario L1N 8Y3 T:905.686.6402 F:905.432.7877 www.ghd.com GHD Ltd. Grass Grass Unk Grass GV Gravel WV Con MULTI UTIL Mwell TL TL TL Mwell Con Grass Grass PS Mwell WV Grass Asph MULTI UTIL MULTI UTIL Asph Grass Asph MULTI UTIL Grass Con Grass TL Asph Grass Asph Grass Asph Asph TWW Asph Asph Asph Mwell Con Con Mwell Grass PS Asph Grass Unk HW LS Asph Asph Asph Mwell IB Grass TWW Grass Unk Grass Asph Mwell Con LS HW HW Grass TL CC HW Asph Con LS MULTI UTIL TWW Asph Asph WV WK BMH Grass Grass CC CC Top of Riser Top of Riser Top of Riser HYD HYD TWW Pole Traffic Ped. Riser Top of TREED AREA AREA TREED C o n c . C u r ba n d G u t t e r C o n c . C u r ba nd G u t t e r C o n c . C u r ba n d G u t t e r C on c . C u r ba nd G u t t e r M e t a l F e n c e M e t a l F e n c e OQH WV103612 W V 10 91 63 W V 1 0916 2 W V 1 0 9161 100mm Stm 100mm Stm 250mm Stm Stm 250mm Stm 100mm Stm 100mm Stm 100mm W S N 50mm. WS EX. WS - 200mm CI EX. WS - 150mm CI FROM TRUDELLE ST MATERIAL SERVICED UNKNOWN SIZE AND EX. WS - VERIFIED ON SITE) MATERIAL (TO BE UNKNOWN SIZE AND EX. WS - 10 1300 1290 1290-1300 1304 1276 1303 1299 1284 1278 1275 San 100mm 9 00 mm S t m S e w e r 250 m m S a nS e w e r 9 00 mm S t m S e w e r 25 0 m m S a nS e w e r 9 00 mm S t m S e w e r 250 m m C I W a t e rM a i n 250 mm C I W a t e r M a i n 250 mm San. N 158. 349 158. 323 158. 290 158. 247 158. 188 158. 118 158. 068 158. 004 157. 910 157. 779 157. 601 157. 389 157. 158 156. 922 156. 692 156. 478 156. 277 156. 118 1 +70. 80 1 +22. 25 1 +01 . 31 0+96. 43 0+18. 14 0+15. 18 0+14. 41 0+13. 44 0+12. 81 0+40. 48 01 +29. 67 0+25. 99 0+25. 32 0+73. 38 1 +68. 97 0 + 00 0 + 10 0 + 20 0 + 30 0 + 40 0 + 50 0 + 60 0 + 70 0 + 80 0 + 90 1 + 00 1 + 10 1 + 20 1 + 30 1 + 40 1 + 50 1 + 60 1 + 70 SEWER INVERT ELEVATION I.E. 153.757 (N) I.E. 153.992 (N) I.E. 154.015 (N) I.E. 153.777 (S) I.E. 154.012 (S) I.E. 155.926(N/NW) I.E. 156.857 I.E. 156.399 I.E. 154.960 I.E. 155.886 (S) (INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS) TO BE INSTALLED BY OPEN CUT BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-06SU_G3 PROP. 168.0 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305 O.E. 155.69 O.E. 156.22 O.E. 156.21 I.E. 155.91 O.E. 157.04 I.E. 156.71 Tel ecommuni cati on ( Bell ) Tel ecommuni cati on ( Bell ) Tel ecommuni cati on ( Bell ) Tel ecommuni cati on ( Bell ) Tel ecommuni cati on ( Bell ) Tel ecommuni cati on ( Bell ) CENTRELINE OF ROAD EXISTING GRADE AT Fi bre Opti cs ( Rogers) 150mm C. I . Water Mai n CB LEAD CB LEAD CB LEAD RI M SAN MANHOLE RI M 158 . 236 SAN MANHOLE Fi bre Opti cs ( Rogers) Fi bre Opti cs ( Rogers) Tel ecommuni cati on ( Rogers) RI M 157 . 647 STM MANHOLE RI M 158 . 272 STM MANHOLE CB LEAD ( Enbri dge) 100mm SC I P Gas Mai n G. S. 260mm ( W x H) Ductbank 410 X Toronto Hydro Fi bre Opti cs ( Rogers) Tel ecommuni cati on ( Rogers) 900mm Stm Sewer W. S. EXISTING CROWN ELEVATION A A L I M I T O F CONS T RUCT I ON (TO BE ABANDONED) (TO BE ABANDONED) 0 + 00 0 + 20 NO. 4 V.B. NO. 3 V.B. NO. 5 V.B. NO. 6 V.B. NO. 7 V.B. NO. 8 V.B. NO. 9 V.B. NO. 1 V.B. 0 + 00 0 + 20 0 + 4 0 0 + 60 0 + 80 1 + 00 1 + 20 1 + 40 1 + 60 CONSTRUCTION LIMIT OF INTERSECTION TRUDELLE ST DANFORTH RD AND EXIST. TEE AT 50m SOUTH OF NEXT VC LOCATED COPPER WS PROP. MIN. 50 mm AT PROPERTY LINE ISOLATING VALVE VALVE AT W/M AND ANCHOR TEE & WS INCLUDING PROP. 150mm PVC AT PROPERTY LINE ISOLATING VALVE VALVE AT W/M AND ANCHOR TEE & WS INCLUDING PROP. 200mm PVC WATER SOURCE LOCATION FLOW DIRECTION NORTHBOUND FROM TRUDELLE ST TO SAVARIN ST 300mm REDUCER 250mm OFF PLUG AND ABANDON EX. WM. CASE A T-0708.01-4 AS PER INSULATION INSTALL PVC W / M PROP. 15 0 mm DI A. P R O P . 300 mm D I A . P V CW/ M BENDS VERT. VALVE 150mm TEE & ANCHOR 300mm 150mm OFF (T-1105.01) PROP. HYDRANT WM. ABANDON EX. PLUG AND WM. ABANDON EX. PLUG AND GRADE (TYP). VALVE BOX TO 1.2m BELOW THE CONNECTION. REMOVE POSITION AFTER COMPLETING PROP. VALVE IN OPEN CONTRACTOR TO LEAVE EXTENSION REQUIRED) WM. (MIN. 0.6m HYD. CLEARANCE BELOW EX. 0.3m MIN. VERT. HYD. LEAD TO MAINTAIN A (T-1105.01) DEFLECT PROP. PROP. HYDRANT EX. WM. PLUG AND ABANDON BEND HORIZ. BEND HORIZ. BENDS VERT. BENDS HORIZ. BELOW GRADE (TYP). VALVE BOX TO 1.2m CONNECTION. REMOVE COMPLETING THE POSITION AFTER PROP. VALVE IN OPEN CONTRACTOR TO LEAVE VALVE INSERTION 250mm VALVE TEE & 150mm 300mm ANCHOR 150mm OFF VALVE 150mm TEE & ANCHOR 300mm OFF 150mm 1.2m BELOW GRADE (TYP). CONSTRUCTION. REMOVE VALVE BOX TO OPEN POSITION AFTER COMPLETING CONTRACTOR TO LEAVE PROP. VALVE IN 150mm VALVE ANCHOR TEE & 300mm 150mm OFF VALVE 150mm TEE & ANCHOR 300mm 150mm OFF 200mm VALVE ANCHOR TEE & 200mm OFF 300mm CASE A T-0708.01-4 AS PER INSULATION INSTALL GRADE (TYP). TO 1.2m BELOW REMOVE VALVE BOX THE CONNECTION. AFTER COMPLETING IN OPEN POSITION LEAVE PROP. VALVE CONTRACTOR TO BEND HORIZ. BEND HORIZ. 2 NO. V.B. BENDS EXTENSION REQUIRED) EX. WM. (MIN. 0.6m HYD. VERT. CLEARANCE BELOW TO MAINTAIN A 0.3m MIN. DEFLECT PROP. HYD. LEAD PROP. HYDRANT (T-1105.01) PVC W / S 200 mm DI A. PROP. 1.2m BELOW GRADE (TYP) REMOVE VALVE CHAMBER TO 1.2m BELOW GRADE (TYP) REMOVE VALVE CHAMBER TO T.V. A T.V. B 150mm VALVE ANCHOR TEE & 150mm OFF 300mm 18ECS-LU-06SU_G3 ON DWG (TYP.) REFER TO DETAIL APPROVED EQUIVALENT TEMP. SILTSACK OR CONTRACTOR TO INSTALL 18ECS-LU-06SU_G3 DWG TO DETAIL ON (TYP.) REFER EQUIVALENT APPROVED SILTSACK OR TEMP. TO INSTALL CONTRACTOR 10 NO. V.B. DIA. PVC W/S PROP. 150mm CASE A T-0708.01-4 AS PER INSULATION INSTALL PROP. HYDRANT (T-1105.01) SAMPLING FOR FLUSHING AND PIECE CUT TO SUIT DIAMETER DISTANCE FILLER PIECE 250mm COUPLING WITH 75mm WITH 250mm SLEEVE 250mm WATERMAIN CONNECT TO EXISTING STREET CONNECTION TO SUIT FOR FLUSHING AND SAMPLING 150mm DIAMETER DISTANCE PIECE CUT COUPLING WITH 75mm FILLER PIECE 150mm WATERMAIN WITH 150mm SLEEVE STREET CONNECTION CONNECT EXISTING 2 . 9 m 1 . 4 m 3 m 0 . 8 m 0 . 9 m 4 . 4 m 0 . 9 m 1.2m BELOW GRADE (TYP) REMOVE VALVE BOX TO VALVE INSERTION 250mm PROP. UNDER 900 mm STM VERTICAL CLEARANCE MAINTAIN MINIMUM 0.5m TO 1.2m BELOW GRADE (TYP) OF PROP. WM. REMOVE VALVE CHAMBER OPEN POSITION AFTER CONSTRUCTION CONTRACTOR TO LEAVE EX. VALVE IN COPPER WS PROP. MIN. 25 mm 300 mm x 250 mm REDUCER C ON T R A C T O R T OV E R I F Y ON S I TE . U N LE SS O T H E R W I S E I N D I C A TE D . A S S U M E D T OB E 0 . 9 mB EL O W G R AD E N O TE : A LL E X . U T I L I T Y E LE VA T I O N S E I T H E R S I D E O F A LL F I T T I NG S F O R W A T E R M A I N S 100 mmO R L A R G E R . A T J O I N T S S HA LL B E I N S T A LL E D A T E V E R Y P I P E J O I N T W I T H I N 6 . 1 mO F VA L V E S F O R A LL W A T E R M A I N S I Z E S . M E C HAN I C A L R E S T R A I N T S A T A L L F I TT I NG S , B E ND S , TEE S , CR O SS E S , R E DU C E R S AND M E C HAN I C A L T H R U S T R E S T R A I N T S S HA LL B E I N S T A L L E D ( T OB E A B A N D ON E D ) ( T OB E A B ANDON E D ) BEND BEND TEE & 200 mm VAL VE 200 mm OFF 300 mm ANCHOR TEE & 150 mm VAL VE 150 mm OFF 300 mm ANCHOR TEE & 150 mm VAL VE 150 mm OFF 300 mm ANCHOR TEE & 150 mm VAL VE 150 mm OFF 300 mm ANCHOR TEE & 150 mm VAL VE 150 mm OFF 300 mm ANCHOR TEE & 150 mm VAL VE 150 mm OFF 300 mm ANCHOR TEE & 150 mm VAL VE 150 mm OFF 300 mm ANCHOR AND VA L V E B OX No . 1 250 mm I NS E RT I ON GA TE VA L V E AND VA L V E B OX No . 2 300 mm GA TE V A L V E AND VA L V E B OX No . 6 300 mm GA TE VA L V E SPECIFICATIONS TO EXCEED MANUFACTURERS PIPE JOINT DEFLECTION NOT 0.5 m 2 m 0.9 m 0.9 m 0.7 m 0.3 m 2.3 m 2.1 m 0.4 m 0.6 m 0.9 m 2.4 m 0.3 m (MIN.) BH 2 CH 2 CH 1 CH A BH 1 TH 20 TH 4 TH 5 TH 3
Transcript of wx.toronto.ca · EAST ESTRE ET ILNE WEST STRE ET ILNE LINE WEST STRE ET EAST STRE ET ILNE S T R E E...
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Fibre Optic (Rogers) Under Construction
150 mm C.I.Water Main
06/18/181
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG., PMP
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
ISSUED FOR TENDER D.R.F.
R
D.R.F.ADDENDUM 107/09/182
R ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
100 mm SC IP Gas Main (Enbridge)
G.S.
Toronto Hydro
410 x 260 mm (W x H)Toronto Hydro Ductbank
410 x 260 mm (W x H)Toronto Hydro Ductbank
W.S.
HYD.W.S.
W.S.
W.S.
Hydro
Hydro
G.S.
Stm.Stm.
Stm.
Stm.
G.S.
Stm.
Stm.
Stm.
Stm.
900 mm Stm.
900 mm Stm.
900 mm Stm.
150 mm C.l. Water Main
250 mm C.l. Water Main
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Rogers)
Telecommunication (Rogers)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
(Rogers)Fibre Optic
(Rogers)Telecommunication
Gas Main (Enbridge)100 mm SC IP
Main (Enbridge)100 mm SC IP Gas
Fibre Optic (Rogers)
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
TRCA EROSION AND SEDIMENT CONTROL:
Unknown Utility
NOT TO SCALE
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VALVERELATED DRAWINGS: P-/U- HYDRANT
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
18-01268_MAP.dgnSTREETLINE
18-01268_MAP.dgn
18-01268_MAP.dgn
18-01268_MAP.dgn(2017)
MAPPING
UTILITY
DESIGN
SURVEY(Year)
18-01268_MAP.dgn
Engineering & Construction Services
DA
NF
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TH R
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ELGAR AVE
GRAYLEE AVE
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WETHERBY DR
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CHILLERY AVE
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THICKETWOOD DR
CRESFRED BLAND
CRTBLUE LAGOON
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SAVARIN ST
TRUDELLE ST
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CARSLAKE CRES
SEMINOLE AVE BENDALE BLV
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Traffic Loop
Traffic Loop
250 mm Conc.San.
300
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D.R.F.
DANFORTH ROADFROM TRUDELLE STREET TO CARSLAKE CRESCENT
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1268-0
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DANFORTH ROAD
300 mm WATERMAIN REPLACEMENT
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
* TREE PROTECTION : *
B.A./D.F. 18ECS-LU-06SUDESIGN
HORIZONTAL 1:200 VERTICAL 1:100
NUMBER
DRAWINGSCALE SHEET
165.00 m
160.00 m
155.00 m
150.00 m
145.00 m
160.00 m
155.00 m
150.00 m
145.00 m
165.00 m
CONTRACT No.DRAWN CHECKED
DATE
ST
RE
ET
TR
UD
ELLE
NUMBER SIZE (DIAMETER)
150 mm
150 mm
300 mm
250 mm
250 mm
300 mm
200 mm
200 mm
200 mm
V.B. NO. 10
V.B. NO. 11 300 mm
100 mm
100 mm V.B. NO. 13
V.B. NO. 14
V.B. NO. 15
300 mm
150 mm
150 mm
150 mm
V.B. NO. 16
V.B. NO. 17
150 mm 150 mm V.B. NO. 18
V.B. NO. 19
V.B. NO. 20
V.B. NO. 21
300 mm
150 mm
150 mm
V.B. NO. 22
V.B. NO. 23
200 mm
18-01268-001
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL: *
- SEE DRAWING 18ECS-LU-06SU_G2 FOR GENERAL NOTES
FOR DETAILS- SEE DRAWING 18ECS-LU-06SU_G3
NOT REFLECT THE TRUE LENGTH ALONG THE WATERMAIN.
THE WATERMAIN. THE PROFILE CHAINAGE DIFFERENCE MAY
THE CENTRELINE OF CONSTRUCTION AND ARE PROJECTED TO
STATIONS SHOWN ALONG PROFILE ARE ESTABLISHED FROM
THE MAINTENANCE CHAMBER ON SITE.
AND SHAPE SHOWN MAY NOT REFLECT THE TRUE CONDITIONS OF
FROM TWAG AND AS-BUILT DRAWINGS. THE CHAMBER DIMENSIONS
MAINTENANCE CHAMBERS SHOWN IN PLAN ARE ESTABLISHED
0.5 m MIN. VERTICAL CLEARANCE TO PROP. W/M (IF REQUIRED)
AND REPLACE CB LEAD AND PROVIDE CONTRACTOR TO REMOVE
TRENCH AND RESTORATION
REMOVED IN ACCORDANCE WITH O.REG 278/05 WITHIN LIMITS OF
EXIST. ASPHALT CONTAINING ASBESTOS ON SAVARIN STREET TO BE
THE CONTRACT ADMINISTRATOR
SHOWN ON THE CONTRACT DRAWINGS AND AS DIRECTED BY
TREE PROTECTION FENCE TO BE INSTALLED AS PER T-220.01 AS
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
V.B. NO. 4
V.B. NO. 5
V.B. NO. 6
V.B. NO. 7
V.B. NO. 8
V.B. NO. 24
V.B. NO. 25
150 mm V.B. NO. 26
V.B. NO. 28
V.B. NO. 30
150 mm
150 mm
250 mm
V.B. NO. 29
250 mm
V.B. NO. 31
V.B. NO. 32
V.B. NO. 33
250 mm
300 mm
300 mm
V.B. NO. 34
V.B. NO. 36
150 mm
300 mm
200 mm
200 mm
V.B. NO. 46
V.B. NO. 37
V.B. NO. 38
V.B. NO. 40
V.B. NO. 41
V.B. NO. 42
V.B. NO. 43
V.B. NO. 44
V.B. NO. 45
150 mm
150 mm
300 mm
300 mm
150 mm
150 mm
JULY 9, 2018
V.B. NO. 9
150 mm
V.B. NO. 35
V.B. NO. 39
150 mm
100 mm
150 mm
150 mm
150 mm
V.B. NO. 12
150 mm
300 mm
300 mm
200 mm
150 mm
300 mm
300 mm
V.B. NO. 27
300 mm
150 mm
T.V. A
T.V. B
T.V. C
T.V. D
T.V. E
T.V. F
T.V. G
T.V. I
T.V. H
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
LOCATED WITHIN TRCA REGULATED AREA.
13. TEMPORARY 18" SILTSOXX SHALL BE INSTALLED AROUND JACK AND BORE SHAFTS
180 (GENERAL SPECIFICATION FOR THE MANAGEMENT OF EXCESS MATERIALS).
12. THE CONTRACTOR TO DISPOSE ALL DRILLING SPOILS AND EXCESS MATERIAL ACCORDING TO OPSS
MAINTAINED OR REVISE TO MEET THE OBJECTIVE OF PREVENTING THE RELEASE OF SEDIMENT.
THE WORK AREA. THESE CONTROL MEASURES SHALL BE MONITORED FOR EFFECTIVENESS AND
WATERCOURSE, WETLAND OR FOREST, OR ALLOWED TO DRAIN ONTO DISTURBED SOILS WITHIN
WELL-VEGETATED AREA. NO DEWATERING EFFLUENT SHALL BE SENT DIRECTLY TO ANY
AT LEAST 30 METRES FROM A WATERCOURSE OR WETLAND AND ALLOWED TO DRAIN THROUGH A
11. ALL DEWATERING / UNWATERING SHALL BE TREATED AND RELEASED TO THE ENVIRONMENT
MACHINERY, EQUIPMENT, CONSTRUCTION MATERIALS, ETC.
THE POTENTIAL TO CAUSE A SPILL OR AN OBSTRUCTION TO FLOW, E.G., FUEL TANKS, PORTA-POTTIES,
WILL REMOVE ALL UNFIXED ITEMS FROM THE REGIONAL STORM FLOOD PLAIN THAT WOULD HAVE
FAVOURABLE WEATHER CONDITIONS. SHOULD AN UNEXPECTED STORM ARISE, THE CONTRACTOR
OF THE ONSET OF THE PROJECT TO ENSURE THAT THE WORKS WILL BE CONDUCTED DURING
10. THE PROPONENT/CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL DAYS IN ADVANCED
9. REFER TO DWG. NO. 18ECS-LU-06SU_G3 FOR CATCH BASIN BUFFER DETAILS.
APPROVED EQUIVALENT. CONTRACTOR TO CLEAN OUT SILT SACKS WHEN 2/3 CAPACITY IS REACHED.
8. CONTRACTOR SHALL INSTALL AND MAINTAIN TERRAFIX CATCH BASIN SILT SACK TYPE B OR
7. SEDIMENT CONTROL MEASURES SHALL BE PROVIDED AND MAINTAINED ON ALL CATCH BASINS.
A HEAVY DUTY SILT FENCE WITH T-BAR COMPLETED WITH NON-WOVEN GEOTEXTILE FABRIC.
PROPERTY WITHIN THE TRCA LIMITS ACCORDING TO STANDARD T-219-130-1. THIS SHALL INCLUDE
6. A SEDIMENT CONTROL FENCE SHALL BE ERECTED BEHIND THE EXISTING SIDEWALK ON CITY
A MINIMUM OF 30 METRES FROM THE WATER.
SUBSTANCES INTO THE WATER. VEHICULAR REFUELING AND MAINTENANCE WILL BE CONDUCTED
THE ENTRY OF PETROLEUM PRODUCTS, DEBRIS, RUBBLE, CONCRETE, OR OTHER DELETERIOUS
5. ALL ACTIVITIES, INCLUDING MAINTENANCE PROCEDURES, WILL BE CONTROLLED TO PREVENT
PERMANENTLY STABILIZED OR RESTORED AS THE WORK PROGRESSES.
4. ALL DISTURBED AREAS WILL BE MINIMIZED TO THE EXTENT POSSIBLE AND TEMPORARILY OR
3. ALL GRADES WITHIN THE REGULATORY FLOOD PLAIN WILL BE MAINTAINED OR MATCHED.
NECESSARY TRCA ENFORCEMENT OFFICER SHOULD BE IMMEDIATELY CONTACTED
ECOLOGICAL IMPACTS. ADDITIONAL ESC MEASURES TO BE KEPT ON SITE AND USED AS
ALTERNATIVE MEASURES MUST BE IMPLEMENTED IMMEDIATELY TO MINIMIZE POTENTIAL
ARE NOT EFFECTIVE IN PREVENTING THE RELEASE OF A DELETERIOUS SUBSTANCE, THEN
LADEN RUNOFF FROM LEAVING THE WORK AREAS. IF THE PRESCRIBED MEASURES ON THE PLANS
AND MAY NEED TO BE UPGRADED/AMENDED AS SITE CONDITIONS CHANGE TO MINIMIZE SEDIMENT
2. THE EROSION AND SEDIMENT CONTROL STRATEGIES OUTLINED ON THE PLANS ARE NOT STATIC
AND/OR REPLACED WITHIN 48 HOURS OF THE INSPECTION.
WATER. ALL DAMAGED EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE REPAIRED
MAINTAINED DURING THE CONSTRUCTION PHASES, TO PREVENT ENTRY OF SEDIMENT INTO THE
1. EROSION AND SEDIMENT CONTROL (ESC) MEASURES WILL BE IMPLEMENTED PRIOR TO, AND
N 4 8
44 2
90
E 325 294
N 4 8
44 3
90
E 325 294
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
Grass
Grass
Unk
Grass
GV
Gravel
WVCon
MULTIUTIL
Mwell
TL
TLTL
Mwell
Con
Grass
Grass
PS
Mwell
WV
Grass
Asph
MULTIUTIL
MULTIUTIL
Asph
Grass
Asph
MULTIUTIL
Grass
Con
Grass
TL
Asph
Grass
Asph
Grass
Asph
Asph
TWW
Asph
Asph
Asph
Mwell
Con
Con
Mwell
Grass
PS
Asph
Grass
Unk
HW LS
Asph
Asph
Asph
Mwell
IB
Grass
TWW
Grass
Unk
Grass
Asph
Mwell
Con
LS
HW
HW
Grass
TL
CC
HW
Asph
Con
LS
MULTIUTIL
TWW
Asph
Asph
WV
WK
BMH
Grass
Grass
CC
CC
Top of Riser
Top of Riser
Top of Riser
HYD
HYD
TWW PoleTraffic Ped.
RiserTop of
TREED AREA
AREATREED
Conc. Curb and Gutter
Conc. Curb and Gutter
Conc. Curb and Gutter
Conc. Curb and Gutter
Metal Fence
Metal Fence
OQH
WV103612
WV109163
WV109162
WV109161
100mm Stm
100mm Stm
250mm Stm
Stm250mm
Stm100mm
Stm100mm
Stm100mm
WS
N
50mm. WS
EX. WS - 200mm CI
EX. WS - 150mm CI
FROM TRUDELLE STMATERIAL SERVICED UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
10
1300
1290
1290-1300
1304
1276
1303
1299
1284
1278
1275
San100mm
900mm Stm Sewer
250mm San Sewer
900mm Stm Sewer
250mm San Sewer
900mm Stm Sewer
250mm CI Water Main
250mm CI Water Main
250 mm San.
N
158.3
49
158.3
23
158.2
90
158.2
47
158.188
158.118
158.0
68
158.0
04
157.9
10
157.7
79
157.6
01
157.3
89
157.158
156.9
22
156.6
92
156.4
78
156.2
77
156.118
1+70.8
0
1+22.2
5
1+01.31
0+96.4
3
0+18.14
0+15.18
0+14.4
1
0+13.4
4
0+12.8
1
0+40.4
8
01+
29.6
7
0+25.9
9
0+25.3
2
0+73.3
8
1+68.9
7
0+00
0+10
0+20
0+30
0+40
0+50
0+60
0+70
0+80
0+90
1+00
1+10
1+20
1+30
1+40
1+50
1+60
1+70
SEWER INVERT ELEVATION
I.E. 153.757 (N) I.E. 153.992 (N)
I.E. 154.015 (N)
I.E. 153.777 (S)I.E. 154.012 (S)
I.E. 155.926(N/NW)
I.E. 156.857
I.E. 156.399
I.E. 154.960
I.E. 155.886 (S)
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
TO BE INSTALLED BY OPEN CUT
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-06SU_G3
PROP. 168.0 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
O.E. 155.69
O.E. 156.22
O.E. 156.21
I.E. 155.91
O.E. 157.04
I.E. 156.71
Tele
co
mm
unic
atio
n (B
ell)
Tele
co
mm
unic
atio
n (B
ell)
Tele
co
mm
unic
atio
n (B
ell)
Tele
co
mm
unic
atio
n (B
ell)
Tele
co
mm
unic
atio
n (B
ell)
Tele
co
mm
unic
atio
n (B
ell)
CENTRELINE OF ROAD
EXISTING GRADE AT
Fibre
Optic
s (R
ogers)
150
mm
C.I.
Water
Main
CB
LE
AD
CB
LE
AD
CB
LE
AD
RIM
SA
N
MA
NH
OL
E
RIM
158.2
36
SA
N
MA
NH
OL
E
Fibre
Optic
s (R
ogers)
Fibre
Optic
s (R
ogers)
Tele
co
mm
unic
atio
n (R
ogers)
RIM
157.6
47
ST
M
MA
NH
OL
E
RIM
158.2
72
ST
M
MA
NH
OL
E
CB
LE
AD
(Enbrid
ge)
100
mm
SC IP
Gas
Main
G.S.
260
mm (W
x
H)
Ductbank
410
X
Toro
nto
Hy
dro
Fibre
Optic
s (R
ogers)
Tele
co
mm
unic
atio
n (R
ogers)
900mm Stm Sewer
W.S.
EXISTING CROWN ELEVATION
AA
LIM
IT O
F C
ON
ST
RU
CTIO
N
(TO BE ABANDONED)
(TO BE ABANDONED)
0+00
0+20
NO. 4V.B.
NO. 3V.B.
NO. 5V.B.
NO. 6V.B.
NO. 7V.B.
NO. 8V.B.
NO. 9V.B.
NO. 1V.B.
0+00
0+20
0+40
0+60
0+80
1+00
1+20
1+40
1+60
CONSTRUCTIONLIMIT OF
INTERSECTION
TRUDELLE ST
DANFORTH RD AND
EXIST. TEE AT
50m SOUTH OF
NEXT VC LOCATED
COPPER WSPROP. MIN. 50 mm
AT PROPERTY LINE ISOLATING VALVE
VALVE AT W/M AND ANCHOR TEE & WS INCLUDING
PROP. 150mm PVC
AT PROPERTY LINE ISOLATING VALVE
VALVE AT W/M AND ANCHOR TEE & WS INCLUDING
PROP. 200mm PVC
WATER SOURCE LOCATION FLOW DIRECTION NORTHBOUND FROM TRUDELLE ST TO SAVARIN ST
300mm REDUCER250mm OFF
PLUG AND ABANDON EX. WM.
CASE AT-0708.01-4 AS PER INSULATION INSTALL
PV
C W/M
PR
OP. 150
mm DIA.
PROP. 300mm DIA. PVC W/M
BENDSVERT.
VALVE 150mm TEE &
ANCHOR 300mm
150mm OFF
(T-1105.01) PROP. HYDRANT
WM. ABANDON EX.
PLUG AND
WM. ABANDON EX.
PLUG AND
GRADE (TYP).VALVE BOX TO 1.2m BELOW THE CONNECTION. REMOVE POSITION AFTER COMPLETING PROP. VALVE IN OPEN CONTRACTOR TO LEAVE
EXTENSION REQUIRED)WM. (MIN. 0.6m HYD. CLEARANCE BELOW EX. 0.3m MIN. VERT. HYD. LEAD TO MAINTAIN A (T-1105.01) DEFLECT PROP. PROP. HYDRANT
EX. WM.PLUG AND ABANDON
BENDHORIZ.
BENDHORIZ.
BENDS VERT.
BENDSHORIZ.
BELOW GRADE (TYP).VALVE BOX TO 1.2m CONNECTION. REMOVE COMPLETING THE POSITION AFTER PROP. VALVE IN OPEN CONTRACTOR TO LEAVE
VALVEINSERTION 250mm
VALVETEE & 150mm 300mm ANCHOR 150mm OFF VALVE
150mm TEE & ANCHOR 300mm OFF 150mm
1.2m BELOW GRADE (TYP). CONSTRUCTION. REMOVE VALVE BOX TO
OPEN POSITION AFTER COMPLETINGCONTRACTOR TO LEAVE PROP. VALVE IN
150mm VALVE ANCHOR TEE &
300mm150mm OFF
VALVE150mm TEE & ANCHOR 300mm 150mm OFF
200mm VALVEANCHOR TEE & 200mm OFF 300mm
CASE A T-0708.01-4
AS PER INSULATION
INSTALL
GRADE (TYP).TO 1.2m BELOW REMOVE VALVE BOX THE CONNECTION. AFTER COMPLETING IN OPEN POSITION LEAVE PROP. VALVE CONTRACTOR TO
BENDHORIZ.
BENDHORIZ.
2NO. V.B.
BENDS
EXTENSION REQUIRED)EX. WM. (MIN. 0.6m HYD. VERT. CLEARANCE BELOW TO MAINTAIN A 0.3m MIN. DEFLECT PROP. HYD. LEAD PROP. HYDRANT (T-1105.01)
PV
C W/S
200
mm DIA.
PR
OP.
1.2m BELOW GRADE (TYP) REMOVE VALVE CHAMBER TO
1.2m BELOW GRADE (TYP) REMOVE VALVE CHAMBER TO
T.V. A
T.V. B
150mm VALVEANCHOR TEE & 150mm OFF 300mm
18ECS-LU-06SU_G3 ON DWG
(TYP.) REFER TO DETAIL APPROVED EQUIVALENT
TEMP. SILTSACK ORCONTRACTOR TO INSTALL
18ECS-LU-06SU_G3DWG TO DETAIL ON (TYP.) REFER EQUIVALENT APPROVED SILTSACK OR TEMP. TO INSTALL CONTRACTOR
10NO.V.B.
DIA. PVC W/SPROP. 150mm
CASE A T-0708.01-4
AS PER INSULATION
INSTALL
PROP. HYDRANT (T-1105.01)
SAMPLINGFOR FLUSHING AND PIECE CUT TO SUIT DIAMETER DISTANCE FILLER PIECE 250mm COUPLING WITH 75mm WITH 250mm SLEEVE 250mm WATERMAIN CONNECT TO EXISTING STREET CONNECTION
TO SUIT FOR FLUSHING AND SAMPLING 150mm DIAMETER DISTANCE PIECE CUT
COUPLING WITH 75mm FILLER PIECE 150mm WATERMAIN WITH 150mm SLEEVE
STREET CONNECTION CONNECT EXISTING
2.9 m
1.4 m
3 m
0.8 m
0.9 m
4.4 m
0.9 m
1.2m BELOW GRADE (TYP)REMOVE VALVE BOX TO
VALVE INSERTION
250mm PROP.
UNDER 900 mm STMVERTICAL CLEARANCE MAINTAIN MINIMUM 0.5m
TO 1.2m BELOW GRADE (TYP) OF PROP. WM. REMOVE VALVE CHAMBER
OPEN POSITION AFTER CONSTRUCTIONCONTRACTOR TO LEAVE EX. VALVE IN
COPPER WSPROP. MIN. 25 mm
300 m
m x 2
50 m
m
RE
DU
CE
RCONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
(TO BE ABANDONED)
(TO BE ABANDONED)
BE
ND
BE
ND
TE
E & 2
00 m
m V
AL
VE
200 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
AN
D V
AL
VE B
OX N
o.1
250
mm I
NS
ER
TIO
N G
ATE V
AL
VE
AN
D V
AL
VE B
OX N
o.2
300
mm G
ATE V
AL
VE
AN
D V
AL
VE B
OX N
o.6
300
mm G
ATE V
AL
VE
SPECIFICATIONS TO EXCEED MANUFACTURERS
PIPE JOINT DEFLECTION NOT
0.5 m
2 m 0.9 m
0.9 m 0.7 m 0.3 m
2.3 m
2.1 m
0.4 m
0.6 m
0.9 m
2.4 m
0.3 m (MIN.)
BH 2
CH 2
CH 1
CH A
BH 1
TH 20
TH 4
TH 5
TH 3
1375 DANFORTH RD
LINE
EAST STREET
LINE
EAST STREET
LINE
WEST STREET
LIN
E
NO
RT
H S
TR
EE
T
LIN
E
ST
RE
ET
SO
UT
H
Fibre Optic (Rogers) Under Construction
Fibre Optic (Rogers) Under Construction
Main150mm CJ. Water
06/18/181
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
D.R.F.ISSUED FOR TENDER
R ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
R
2 07/09/18 ADDENDUM 1 D.R.F.
R
100 mm SC IP Gas Main (Enbridge)
560 x 260 mm (W x H)Toronto Hydro Ductbank
410 x 260 mm (W x H)Toronto Hydro Ductbank
Toronto Hydro
710 x 260 mm (W x H)Toronto Hydro Ductbank
560 x 410 mm (W x H)Toronto Hydro Ductbank
Toronto Hydro
410 x 260 mm (W x H)Toronto Hydro Ductbank
W.S.
260 x 260 mm (W x H)Toronto Hydro Ductbank
Stm.
Stm.
G.S.
100 mm SC IP Gas Main (Enbridge)
W.S.Stm.
Stm.
Water Main
W.S.
G.S.
825 mm Conc.Stm.
825 mm Conc.Stm.
825 mm Conc.Stm.
900 mm Stm.
250 mm C.l. Water Main
250 mm C.l. Water Main
900 mm Stm.
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Rogers)
Telecommunication (Rogers)
Telecommunication (Rogers)
Fibre Optic (Bell)
Fibre Optic (Bell)
Main (Enbridge)Gas 100 mm SC IP
Main (Enbridge)50 mm PE IP Gas
(Rogers)Telecommunication
Stm.
Telecommunication (Rogers)
Main (Enbridge)50 mm PE IP Gas
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
Unknown Utility
UtilityUnknown
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
18-01268_MAP.dgnSTREETLINE
18-01268_MAP.dgn
18-01268_MAP.dgn
18-01268_MAP.dgn (2017)
MAPPING
UTILITY
DESIGN
SURVEY(Year)
18-01268_MAP.dgn
Engineering & Construction Services
DA
NF
OR
TH R
D
PA
LO
MA P
L
AVE
GA
GE
TANSLEY AVE
DA
NF
OR
TH R
D
TANSLEY AVE
SEMINOLE AVE
GL
OS A
VE
BRIM
LE
Y R
D
ELGAR AVE
GRAYLEE AVE
GR
AY
LE
E A
VE
WETHERBY DR
STRODE DR
CHILLERY AVE
BRIM
LE
Y R
D
CR
ES
SH
AD
DO
CK
DA
NF
OR
TH R
D
THICKETWOOD DR
CRESFRED BLAND
CRTBLUE LAGOON
MC
CO
WA
N R
D
SAVARIN ST
TRUDELLE ST
MC
CO
WA
N R
D
PROVIDENCE ST
CARSLAKE CRES
SEMINOLE AVE BENDALE BLV
D
GARDENS CRL
PRINGDALE
18-0
1268-0
01 1
8-0
1268-0
02
18-0
1268-0
03
18-0
1268-0
0418-0
1268-0
05
600 mm San.250 mm San.
250 mm Conc.San.
250 mm San.
600 mm San.
600 mm San.
300
300
300
300
150
300
150
DANFORTH ROAD
ST
A. 3+40
ST
A. 3+40
SE
E D
RA
WIN
G 1
8-0
1268-0
03
ST
A. 1
+70
SE
E D
RA
WIN
G 1
8-0
1268-0
01
LENGTH ALONG THE WATERMAIN.
DIFFERENCE MAY NOT REFLECT THE TRUE
WATERMAIN. THE PROFILE CHAINAGE
CONSTRUCTION AND ARE PROJECTED TO THE
ESTABLISHED FROM THE CENTRELINE OF
STATIONS SHOWN ALONG PROFILE ARE
ON SITE.
CONDITIONS OF THE MAINTENANCE CHAMBER
SHAPE SHOWN MAY NOT REFLECT THE TRUE
DRAWINGS. THE CHAMBER DIMENSIONS AND
ARE ESTABLISHED FROM TWAG AND AS-BUILT
MAINTENANCE CHAMBERS SHOWN IN PLAN
(IF REQUIRED)
CLEARANCE TO PROP. W/M
PROVIDE 0.5 m MIN. VERTICAL
AND REPLACE CB LEAD AND
CONTRACTOR TO REMOVE
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
ST
A. 1
+70
* TREE PROTECTION : *
THE CONTRACT ADMINISTRATOR
CONTRACT DRAWINGS AND AS DIRECTED BY
AS PER T-220.01 AS SHOWN ON THE
TREE PROTECTION FENCE TO BE INSTALLED
2 OF 7
D.R.F.
DANFORTH ROADFROM TRUDELLE STEET TO CARSLAKE CRESCENT
18ECS-LU-06SU
300 mm WATERMAIN REPLACEMENT
B.A./D.F.
CIR
CLE
GA
RD
EN
S
PRIN
GD
ALE
DESIGN
HORIZONTAL 1:200 VERTICAL 1:100
NUMBER
DRAWINGSCALE SHEET
165.00 m
160.00 m
155.00 m
150.00 m
145.00 m
160.00 m
155.00 m
150.00 m
145.00 m
165.00 m
CONTRACT No.DRAWN CHECKED
DATE18-01268-002
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL: *
LIMITS OF TRENCH AND RESTORATION
ACCORDANCE WITH O.REG 278/05 WITHIN
SAVARIN STREET TO BE REMOVED IN
EXIST. ASPHALT CONTAINING ASBESTOS ON
FOR DETAILS- SEE DRAWING 18ECS-LU-06SU_G3
- SEE DRAWING 18ECS-LU-06SU_G2 FOR GENERAL NOTES
JULY 9, 2018
NUMBER SIZE (DIAMETER)
150 mm
150 mm
300 mm
250 mm
250 mm
300 mm
200 mm
200 mm
200 mm
V.B. NO. 10
V.B. NO. 11 300 mm
100 mm
100 mm V.B. NO. 13
V.B. NO. 14
V.B. NO. 15
300 mm
150 mm
150 mm
150 mm
V.B. NO. 16
V.B. NO. 17
150 mm 150 mm V.B. NO. 18
V.B. NO. 19
V.B. NO. 20
V.B. NO. 21
300 mm
150 mm
150 mm
V.B. NO. 22
V.B. NO. 23
200 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
V.B. NO. 4
V.B. NO. 5
V.B. NO. 6
V.B. NO. 7
V.B. NO. 8
V.B. NO. 24
V.B. NO. 25
150 mm V.B. NO. 26
V.B. NO. 28
V.B. NO. 30
150 mm
150 mm
250 mm
V.B. NO. 29
250 mm
V.B. NO. 31
V.B. NO. 32
V.B. NO. 33
250 mm
300 mm
300 mm
V.B. NO. 34
V.B. NO. 36
150 mm
300 mm
200 mm
200 mm
V.B. NO. 46
V.B. NO. 37
V.B. NO. 38
V.B. NO. 40
V.B. NO. 41
V.B. NO. 42
V.B. NO. 43
V.B. NO. 44
V.B. NO. 45
150 mm
150 mm
300 mm
300 mm
150 mm
150 mm
V.B. NO. 9
150 mm
V.B. NO. 35
V.B. NO. 39
150 mm
100 mm
150 mm
150 mm
150 mm
V.B. NO. 12
150 mm
300 mm
300 mm
200 mm
150 mm
300 mm
300 mm
V.B. NO. 27
300 mm
150 mm
T.V. A
T.V. B
T.V. C
T.V. D
T.V. E
T.V. I
T.V. F
T.V. G
T.V. H
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
JACK & BORE SHAFTS.
2. ADVANCE DEWATERING REQUIRED FOR
BORE AND DEWATERING OPERATIONS.
AND PROTECTION MEASURES FOR JACK &
PROPOSED CONSTRUCTION COMPOUND
MANAGEMENT PLAN INCLUDING DETAILS OF
1. CONTRACTOR TO SUBMIT TRAFFIC
NOTES:
N 4 8
44 4
07
E 325 305
N 4 8
44 5
71
E 325 290
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
Mwell
MULTIUTIL
Grass
Bol
MULTIUTIL
TWW
HCP
RS
Grass
RS
PS
MULTIUTIL
SSIB
Bol
RS
TWW
Bol
Grass
CC
HE
WV
TWW
Grass
Bol
Mwell
WV
CC
TWW
TWW
WV
Bol
Con
Grass
Grass
Mwell
Grass
Private LS
TWW
Bol
WV
MULTIUTIL
MULTIUTIL
CC
Bol
Bol
WK
Grass
Grass
Grass
GK
Grass
Bol
Bol
WV
Grass
Mwell
Bol
Mwell
HCP
Asph
Con
Grass
PARKINGP
Bol
Mwell
GK
WV
GK
Grass
Asph
LS
BMH
Top of Riser
Top of Riser
HYD
RiserTop of
RiserTop of
TOPTOP
PipeTop of
PipeTop of
TREED AREA
TREED AREA
Conc. Curb and Gutter
Conc. Curb and Gutter
Conc. Curb and Gutter
Grass
Conc. Curb and Gutter
AREA
TREED
WV103507WV103505
WV109174
WV119209
WV109178
375mm Stm
100mm Stm
400mm Stm
100mm Stm
100mm Stm
150mm Stm
150mm Stm
450mm Stm
N
VA
LV
E
VA
LV
E
VA
LV
E
DEMOLISHEDCONFIRM 1312 TO 1324
100mm DIEX. WS -
150 mm DIEX. WS -
4
2
13291327
1323 1321 13191317
1315 1313 1311 1309
1308X
1320
1330 225mm San225mm San
100mm San
250mm San Sewer
600mm San Sewer
250mm CI Water Main
825mm Conc. Stm Sewer
825mm Conc. Stm Sewer
900mm Conc. Stm Sewer
250mm CI Water Main
N
156.118
156.0
37
155.9
75
155.9
34
155.9
53
155.9
80
156.0
46
156.125
156.2
17
156.3
12
156.4
21
156.5
70
156.7
05
156.8
46
157.0
07
157.173
157.3
58
157.5
62
3+33.2
8
3+26.2
6
3+21.95
3+12.6
2
3+08.9
4
2+94.8
3
2+62.2
6
2+10.3
2
1+99.4
3
1+94.4
6
1+76.0
0
1+70.8
0
3+02.3
6
3+04.6
9
3+05.7
1
3+30.4
5
3+31.34
3+34.5
2
3+35.19
1+70
1+80
1+90
2+00
2+10
2+20
2+30
2+40
2+50
2+60
2+70
2+80
2+90
3+00
3+10
3+20
3+30
3+40
I.E. 153.257 (N)
I.E. (N)
I.E. 150.148 (NE)
I.E. 151.593 (NW)
I.E. 153.448 (NW)
I.E. (SE)
I.E. 153.383 (SE)
I.E. 153.137 (S)
I.E. 152.688 (S)I.E. 152.40 (S)
I.E. 153.363 (NW)
I.E. 150.203 (SW)
I.E. 150.223 (NE)
I.E. 152.071 (N)
I.E. 153.468 (S)
I.E. 153.146(N)
I.E. 153.066(S)
I.E. 154.052(E)I.E. 153.952(W)
Culvert I.E. 152.061
I.E. 152.788 (N)
I.E. 150.018 (SW)
I.E. 151.892 (S)I.E. 153.146(W)
I.E. 155.371
I.E. 154.649
Culvert Top
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
TO BE INSTALLED BY OPEN CUT
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-06SU_G3
PROP. 472.0 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
TO BE INSTALLED BY OPEN CUT
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-06SU_G3
PROP. 168.0 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
TO BE INSTALLED BY OPEN CUT
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-06SU_G3
PROP. 168.0 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
I.E. 153.47 S) AS BUILTI.E. 153.64 (E) AS BUILT
I.E. 153.49 (N) AS BUILT
O.E. 155.19
I.E. 154.67
O.E. 155.22I.E. 154.85
O.E. 155.97
I.E. 155.75
(STA. 3+30.5 TO STA. 3+35.2 )
PROVIDE INSULATION AS PER T-708-01-4 CASE 'B'
INSUFFICIENT GROUND COVER,
I.E. 154.363
PLACE 18.0 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
WITH ADVANCE DEWATERING
PROP. 18.0 m - 900 mm DIAMETER STEEL CASING INSTALLED BY JACK AND BORE
Tele
co
mm
unic
atio
n (B
ell)
Tele
co
mm
unic
atio
n (B
ell)
CENTRELINE OF ROAD
EXISTING GRADE AT
EXISTING CULVERT
50
mm
PE IP
Gas
Main (E
nbrid
ge)
50
mm
PE IP
Gas
Main (E
nbrid
ge)
Toro
nto
Hy
dro
Ductbank
410
X 260
mm (W
xH)
W.S.
VA
LV
E
VA
LV
E
RIM
157.0
22
SE
RVIC
E S
TM
MA
NH
OL
E
RIM
156.8
95
SE
RVIC
E S
TM
MA
NH
OL
E
RIM
156.5
37
ST
M
MA
NH
OL
E
RIM
ST
M
MA
NH
OL
E
RIM
ST
M
MA
NH
OL
E
RIM
155.9
63
ST
M
MA
NH
OL
E
RIM
156.0
28
ST
M
MA
NH
OL
E
CB
LE
ADC
B
LE
AD
RIM
157.0
66
SA
N
MA
NH
OL
E
RIM
155.7
42
SA
N
MA
NH
OL
E
RIM
155.8
03
SA
N
MA
NH
OL
E
RIM
155.9
38
SA
N
MA
NH
OL
E
CB
LE
AD
Tele
co
mm
unic
atio
n (R
ogers)
Toro
nto
Hy
dro
Ductbank
560
X 410
mm (W
xH)
W.S.
250mm San Sewer
Sewer900mm Conc. Stm
600mm Conc. Stm Sewer
B
BC
CPROP. 300 mm DIA. PVC W/M
(TO BE ABANDONED)
0+00
0+20
0+300+30
NO. 11V.B.
1+80
2+00
2+20
2+402+60
2+80
3+00
3+20
3+40
V.B. NO. 14
CONSTRUCTION
LIMIT OF
CULVERTEXISTING
ABANDONED)(TO BE
AT PROPERTY LINE ISOLATING VALVE
VALVE AT W/M AND ANCHOR TEE & WS INCLUDING
PROP. 100 mm PVC
AT PROPERTY LINE ISOLATING VALVE
VALVE AT W/M AND ANCHOR TEE & WS INCLUDING
PROP. 150 mm PVC
DIA. P
VC W/M
PR
OP. 150 m
m
DIA. P
VC W/M
PR
OP. 150 m
m
BENDS
BELOW GRADE (TYP)VALVE BOX TO 1.2m PROP. WM. REMOVE CONSTRUCTION OF POSITION AFTER EX. VALVE IN OPEN CONTRACTOR TO LEAVE
BENDS
BENDS
GRADE (TYP).REMOVE VALVE BOX TO 1.2m BELOW COMPLETING THE CONNECTION. IN OPEN POSITION AFTER CONTRACTOR TO LEAVE PROP. VALVE
VALVE& 150mm ANCHOR TEE 300mm 150mm OFF
CASE AT-708.01-4 AS PER INSULATION INSTALL
100mm VALVEANCHOR TEE & 100mm OFF 300mm
GRADE (TYP).REMOVE VALVE BOX TO 1.2m BELOW COMPLETING THE CONNECTION. IN OPEN POSITION AFTER CONTRACTOR TO LEAVE PROP. VALVE
150mm VALVE ANCHOR TEE &
300mm150mm OFF
(T-1105.01) PROP. HYDRANT
BENDS VERT.
BENDS VERT.
NO. 12V.B.
NO. 15V.B.
16 NO.V.B.
17 NO.V.B.
18 NO.V.B.
NO. 19V.B.
NO. 21V.B.
13 NO.V.B.
150mm VALVEANCHOR TEE & 300mm 150mm OFF
BENDS VERT.
REQUIRED)HYD. EXTENSION EX. WM. (MIN. 0.6m CLEARANCE BELOW MIN. VERT. TO MAINTAIN A 0.3m PROP. HYD. LEAD (T-1105.01) DEFLECT PROP. HYDRANT
BENDS VERT.
NO. 20V.B.
BENDSVERT.
VALVE TEE & 150mm
ANCHOR 300mm
150mm OFF
DIA. P
VC W/S
PR
OP. 100 m
m
BELOW GRADE (TYP)REMOVE VALVE CHAMBER TO 1.2m
BELOW GRADE (TYP)CHAMBER TO 1.2m REMOVE VALVE
BELOW GRADE (TYP)CHAMBER TO 1.2m REMOVE VALVE
BELOW GRADE (TYP)CHAMBER TO 1.2m REMOVE VALVE
BELOW GRADE (TYP)CHAMBER TO 1.2m REMOVE VALVE
T.V. C
T.V. D
DWG 18ECS-LU-06SU_G3REFER TO DETAIL ON EQUIVALENT (TYP.) OR APPROVED INSTALL TEMP. SILTSACK CONTRACTOR TO
ABANDON EX. WS.PLUG AND
ABANDON EX. WS.PLUG AND
150mm VALVE ANCHOR TEE &
150mm OFF 300mm
PLUG AND ABANDON EX. WS.
DIA. PVC W/CPROP. 150mm
FLUSHING AND SAMPLINGDISTANCE PIECE CUT TO SUIT FOR FILLER PIECE 150mm DIAMETER 150mm SLEEVE COUPLING WITH 75mm EXISTING 150mm WATERMAIN WITH STREET CONNECTION CONNECT TO
CONSTRUCTION UTILITY POLE DURING
SUPPORT EXIST. MULTI
BEND HORIZ.
BEND HORIZ.
5.0m)(5.0m x AREA
STAGING
(13.5m x 5.0m) JACKING PIT
LOCATION OFAPPROX.
FILTREXX 12" DIA. SILTSOXX BY INSTALL TEMPORARY
CONTROL MEASURES. PROVIDE SEDIMENT
CONTRACTOR TO
4.5 m)(2.5 m x
AREASTAGING
(4.5 m x 4.5 m) RECEIVING PIT
LOCATION OFAPPROX.
DWG 18ECS-LU-06SU_G3 (TYP.) REFER TO DETAIL ON
APPROVED EQUIVALENT TEMP. SILTSACK OR
CONTRACTOR TO INSTALL
GRADE (TYP) 1.2m BELOW
CHAMBER TO VALVE
REMOVE
0.8 m
1.2 m
1.1 m
2.8 m
1.1 m
3.9 m
2.5 m
REINSTATE STMBYPASS & REMOVE, PLUG, TEMPORARILY
FOR CATCHBASINDEWATERING ROUTE
AN
D V
AL
VE B
OX N
o.1
9
300
mm G
ATE V
AL
VE
AN
D V
AL
VE B
OX N
o.1
4
300
mm G
ATE V
AL
VE
AN
D V
AL
VE B
OX N
o.1
1
300
mm G
ATE V
AL
VE
CONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
(TO BE ABANDONED)(TO BE ABANDONED)
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
(MIN.)1.8 m
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
00 m
m V
AL
VE
100 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
SPECIFICATIONS TO EXCEED MANUFACTURER'S
PIPE JOINT DEFLECTION NOT
0.4 m 0.9 m
1.8 m
1.1 m
2.2 m
0.2 m
0.3 m
2.1 m
1 m 0.5 m
0.6 m
0.4 m
4 m
6.1 m
2 m
1.9 m
8 m
1.3 m
BH 6
CH 3
BH 5
BH 4
BH 3
TH 12
TH 1
TH 2
TH 10
LINE
EAST STREET
EAST STREET LINE
EAST STREET LINE
WEST STREET LINE
LINE
WEST STREET
ST
RE
ET LIN
E
NO
RT
H
ST
RE
ET LIN
E
SO
UT
H
Rogers Fiber Under Construction
375mm Stm
Main (Enbridge/by others)Proposed 100 mm PE IP Gas
250mm San
HW
TL
3+40
3+50
3+60
3+70
3+80
3+90
4+00
4+10
4+20
4+30
4+40
4+50
4+60
4+70
4+80
4+90
5+00
5+10
06/18/181
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
D.R.F.ISSUED FOR TENDER
R
R
D.R.F.ADDENDUM 107/09/182
R ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
I.E. 154.298 (S)
I.E. 153.867 (S)
I.E. 155.177 (NW)
I.E. 155.081 (SE)
I.E. 154.951 (N)
I.E. 155.338 (S)
I.E. 155.188 (N)
I.E. 154.575 (N)
I.E. 154.745 (W) I.E. 153.927(W)
I.E. 157.264
I.E. 155.237 (E)
I.E. 155.987 (NW)
I.E. 156.057 (E)
I.E. 155.700 (N)
I.E. 155.899 (SE)
I.E. 154.377 (S)
I.E. 154.337 (N)
I.E. 154.605 (S)
I.E. 157.453
I.E. 156.196
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
TO BE INSTALLED BY OPEN CUT
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-06SU_G3
PROP. 472 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
TO BE INSTALLED BY OPEN CUT
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-06SU_G3
PROP. 472.0 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
I.E. 154.598(W)
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
TO BE INSTALLED BY OPEN CUT
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-06SU_G3
PROP. 472 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
O.E. 157.79
I.E. 157.38
O.E. 157.62
OF TRENCH AND RESTORATION WITH O.REG 278/05 WITHIN LIMITSTO BE REMOVED IN ACCORDANCE
ASBESTOS ON SAVARIN STEXIST. ASPHALT CONTAINING
O.E. 158.39
I.E. 158.04
O.E. 157.59
100 mm SC IP Gas Main (Enbridge)
410 x 260 mm (W x H)Toronto Hydro Ductbank
410 x 260 mm (W x H)Toronto Hydro Ductbank
Toronto HydroToronto Hydro
560 x 260 mm (W x H)Toronto Hydro Ductbank
Toronto Hydro
Toronto Hydro
Stm.
Stm
W.S.
W.S.W.S.
W.S.
Toronto Hydro
W.S.
Stm.
Stm.
Stm
W.S.
Stm.
Stm
Hydro
Hydro
675 mm Conc.Stm.
525 mm Conc.Stm.
375 mm Conc.Stm.
375 mm Conc.Stm.
525 mm Conc.Stm.
250 mm C.l. Water Main
250 mm C.l. Water Main
150 mm C.l. Water Main
250 mm C.l. Water Main
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Rogers)
Telecommunication (Rogers)
Telecommunication (Rogers)
Telecommunication (Rogers)
Telecommunication (Rogers)
Telecommunication (Rogers)
Telecommunication (Rogers)
Fibre Optic (Bell)
Fibre Optic (Bell)
Fibre Optic (Bell)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
Fibre Optic (Rogers)
(Rogers)Telecommunication
Main (Enbridge)Gas 32 mm PE IP
(Enbridge)
32 mm ST IP G.S. (W x H
)410 x
410 mm Ductbank
Toronto Hydro
(Enbridge)100 mm SC IP Gas Main
IP G.S. (Enbridge)100 mm PE G.S. (Enbridge)
32 mm ST IP
(WxH)410x260mm DuctbankToronto Hydro
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
Tele
co
mm
unic
atio
n (B
ell)
Tele
co
mm
unic
atio
n (B
ell)
Tele
co
mm
unic
atio
n (B
ell)
CENTRELINE OF ROAD
EXISTING GRADE AT
RIM
158.4
37
ST
M
MA
NH
OL
E
RIM
158.6
00
ST
M
MA
NH
OL
E
Toro
nto
Hy
dro
Toro
nto
Hy
dro
32
mm
ST IP
G.S. (E
nbrid
ge)
Tele
co
mm
unic
atio
n (R
ogers)
Tele
co
mm
unic
atio
n (R
ogers)
Fibre
Optic
s (B
ell)
Tele
co
mm
unic
atio
n (B
ell)
VA
LV
E
VA
LV
E
VA
LV
E
CB
LE
AD
RIM
159.0
38
ST
M
MA
NH
OL
E
RIM
158.2
68
ST
M
MA
NH
OL
E
CB
LE
AD
CB
LE
AD
RIM
159.127
SA
N
MA
NH
OL
E
RIM
159.2
25
SA
N
MA
NH
OL
E
RIM
158.4
57
SA
N
MA
NH
OL
E
RIM
158.6
21
SA
N
MA
NH
OL
E
W.S.
W.S.
100
mm
SC IP
Gas
Main (E
nbrid
ge)
others)
Gas
Main (E
nbrid
ge/by
Pro
pose
d 10
0
mm
PE IP
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
18-01268_MAP.dgnSTREETLINE
18-01268_MAP.dgn
18-01268_MAP.dgn
18-01268_MAP.dgn (2017)
MAPPING
UTILITY
DESIGN
SURVEY(Year)
18-01268_MAP.dgn
Engineering & Construction Services
DA
NF
OR
TH R
D
PA
LO
MA P
L
AVE
GA
GE
TANSLEY AVE
DA
NF
OR
TH R
D
TANSLEY AVE
SEMINOLE AVE
GL
OS A
VE
BRIM
LE
Y R
D
ELGAR AVE
GRAYLEE AVE
GR
AY
LE
E A
VE
WETHERBY DR
STRODE DR
CHILLERY AVE
BRIM
LE
Y R
D
CR
ES
SH
AD
DO
CK
DA
NF
OR
TH R
D
THICKETWOOD DR
CRESFRED BLAND
CRTBLUE LAGOON
MC
CO
WA
N R
D
SAVARIN ST
TRUDELLE ST
MC
CO
WA
N R
D
PROVIDENCE ST
CARSLAKE CRES
SEMINOLE AVE BENDALE BLV
D
GARDENS CRL
PRINGDALE
18-0
1268-0
01 1
8-0
1268-0
02
18-0
1268-0
03
18-0
1268-0
0418-0
1268-0
05
250mm San Sewer
375mm Con. Stm Sewer
250 mm San.
250 mm Conc.San.
250 mm Conc.San.
250 mm Conc.San.
250 mm Conc.San.
300
300
300
300
150
300
150
3 OF 7
D.R.F.
DANFORTH ROADFROM TRUDELLE STREET TO CARSLAKE CRESCENT
DANFORTH ROAD
300 mm WATERMAIN REPLACEMENT
SE
E D
RA
WIN
G 1
8-0
1268-0
02
ST
A. 3
+40
ST
A. 3
+40
ST
A. 5+10
SE
E D
RA
WIN
G 1
8-0
1268-0
04
ST
A. 5+10
LENGTH ALONG THE WATERMAIN.
DIFFERENCE MAY NOT REFLECT THE TRUE
WATERMAIN. THE PROFILE CHAINAGE
CONSTRUCTION AND ARE PROJECTED TO THE
ESTABLISHED FROM THE CENTRELINE OF
STATIONS SHOWN ALONG PROFILE ARE
ON SITE.
CONDITIONS OF THE MAINTENANCE CHAMBER
SHAPE SHOWN MAY NOT REFLECT THE TRUE
DRAWINGS. THE CHAMBER DIMENSIONS AND
ARE ESTABLISHED FROM TWAG AND AS-BUILT
MAINTENANCE CHAMBERS SHOWN IN PLAN
(IF REQUIRED)
CLEARANCE TO PROP. W/M
PROVIDE 0.5 m MIN. VERTICAL
AND REPLACE CB LEAD AND
CONTRACTOR TO REMOVE
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
* TREE PROTECTION : *
THE CONTRACT ADMINISTRATOR
CONTRACT DRAWINGS AND AS DIRECTED BY
AS PER T-220.01 AS SHOWN ON THE
TREE PROTECTION FENCE TO BE INSTALLED
18ECS-LU-06SUB.A./D.F.
ST
RE
ET
SA
VA
RIN
DESIGN
HORIZONTAL 1:200 VERTICAL 1:100
NUMBER
DRAWINGSCALE SHEET
165.00 m
160.00 m
155.00 m
150.00 m
145.00 m
160.00 m
155.00 m
150.00 m
145.00 m
165.00 m
CONTRACT No.DRAWN CHECKED
DATE18-01268-003
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL: *
LIMITS OF TRENCH AND RESTORATION
ACCORDANCE WITH O.REG 278/05 WITHIN
SAVARIN STREET TO BE REMOVED IN
EXIST. ASPHALT CONTAINING ASBESTOS ON
- SEE DRAWING 18ECS-LU-06SU_G2 FOR GENERAL NOTES
FOR DETAILS- SEE DRAWING 18ECS-LU-06SU_G3
JULY 9, 2018
NUMBER SIZE (DIAMETER)
150 mm
150 mm
300 mm
250 mm
250 mm
300 mm
200 mm
200 mm
200 mm
V.B. NO. 10
V.B. NO. 11 300 mm
100 mm
100 mm V.B. NO. 13
V.B. NO. 14
V.B. NO. 15
300 mm
150 mm
150 mm
150 mm
V.B. NO. 16
V.B. NO. 17
150 mm 150 mm V.B. NO. 18
V.B. NO. 19
V.B. NO. 20
V.B. NO. 21
300 mm
150 mm
150 mm
V.B. NO. 22
V.B. NO. 23
200 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
V.B. NO. 4
V.B. NO. 5
V.B. NO. 6
V.B. NO. 7
V.B. NO. 8
V.B. NO. 24
V.B. NO. 25
150 mm V.B. NO. 26
V.B. NO. 28
V.B. NO. 30
150 mm
150 mm
250 mm
V.B. NO. 29
250 mm
V.B. NO. 31
V.B. NO. 32
V.B. NO. 33
250 mm
300 mm
300 mm
V.B. NO. 34
V.B. NO. 36
150 mm
300 mm
200 mm
200 mm
V.B. NO. 46
V.B. NO. 37
V.B. NO. 38
V.B. NO. 40
V.B. NO. 41
V.B. NO. 42
V.B. NO. 43
V.B. NO. 44
V.B. NO. 45
150 mm
150 mm
300 mm
300 mm
150 mm
V.B. NO. 9
150 mm
V.B. NO. 35
V.B. NO. 39
100 mm
150 mm
150 mm
150 mm
V.B. NO. 12
150 mm
300 mm
300 mm
200 mm
150 mm
300 mm
300 mm
V.B. NO. 27
300 mm
150 mm
T.V. A
T.V. B
T.V. C
T.V. D
T.V. E
T.V. F
T.V. G
T.V. H
T.V. I
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
150 mm
150 mm
AN
D V
AL
VE B
OX N
o.2
7
300
mm G
ATE V
AL
VE
AN
D V
AL
VE B
OX N
o.2
2
300
mm G
ATE V
AL
VE
CONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
(TO BE ABANDONED)
(TO BE ABANDONED)
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
VA
LV
EA
NC
HO
R T
EE & 1
50 m
m
150 m
m
OFF 3
00 m
m
VA
LV
EA
NC
HO
R T
EE & 1
50 m
m
150 m
m
OFF 3
00 m
m
VA
LV
EA
NC
HO
R T
EE & 2
50 m
m
250 m
m
OFF 3
00 m
m
VA
LV
EA
NC
HO
R T
EE & 1
50 m
m
150 m
m
OFF 3
00 m
m
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 2
00 m
m V
AL
VE
200 m
m
OFF 3
00 m
m A
NC
HO
R
AN
D V
AL
VE B
OX N
o.3
2
300
mm G
ATE V
AL
VE
150
mm V
AL
VE
AN
CH
OR T
EE &
150
mm
OFF 3
00
mm
2.4 m
0.3 m
1.5 m
0.3 m
0.6 m 2.1 m
0.3 m
0.5 m
AN
D V
AL
VE B
OX T.V.
H
300
mm T
EM
PO
RA
RY V
AL
VE
PH
ASIN
G V
AL
VE
0.8 m
N 4 8
44 5
84
E 325 332
N 4 8
44 7
37
E 325 315
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
Mwell
TS
Asph
HE
Grass
TWW
Grass
Unk
Grass
Con
Mwell
Con
Asph
Asph
MULTIUTIL
MULTIUTIL
Grass
Mwell
Asph
TWWAsph
Grass
Asph
WV
HE
Asph
TL
Con
Asph
TWW
Asph
Asph
Grass
MULTIUTIL
Grass
Con
TL
MB
Dirt
WK
CC
Grass
GrassMULTIUTIL
MB
Grass
CC
Con
Grass
TWW
Dirt
MB
Mwell
CC
HE
TWW
HEGrass
Grass
WV
TL
LS
MULTIUTIL
HE
Asph
Grass
MULTIUTIL
Private LS
Grass
Grass
Asph
MULTIUTIL
Grass
Grass
Top of Riser
HYD
HYD
WVTop of Riser
RiserTop of
PARKING
U/C/2005
AREATREED
Conc. Curb and Gutter
Conc. Curb and Gutter
Conc. Curb and Gutter
Conc.Sid
ewalk
Conc. Curb
Conc. Curb
Conc.Stairs
Asph
GutterConc. Curb and
Concrete PillarsMetal Fence W.
AREA
TREED
WV103359
WV103562
WV103356
WV119221
200mm Stm 100mm Stm
200mm Stm
450mm Stm
WS
Stm100mm
WS
N
VA
LV
E
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 25mm AND 50mm
EX. 150 DI WS
(TO BE VERIFIED ON SITE)UNKNOWN SIZE AND MATERIAL EX. WS -
150mm CIEX. WS -
250mm CIEX. WS -
(TO BE VERIFIED ON SITE)UNKNOWN SIZE AND MATERIAL EX. WS -
1346
1357 1355 1353 1351 1349
1347
1340
1
1339
1330
1350
100mm San
250mm San Sewer
250mm San Sewer
250mm CI Water Main
250mm CI Water Main
525mm Conc. Stm Sewer
675mm Conc. Stm Sewer
N
157.5
62
157.7
55
157.9
64
158.172
158.3
81
158.5
82
158.7
37
158.8
66
158.9
98
159.114
159.190
159.2
09
159.198
159.149
159.0
60
158.9
13
158.7
39
158.5
40
4+76.6
0
4+36.19
4+18.9
0
3+96.10
3+88.3
1
3+84.8
4
3+74.4
0
3+42.7
4
4+70.7
9
4+72.2
1
4+81.44
4+84.4
4
4+85.5
7
DD
PROP - 300mm PVC WATERMAIN
(TO BE ABANDONED)
0+00
0+20
NO. 28V.B.
NO. 30V.B.
NO. 31V.B.
(TO BE ABANDONED)
(TO BE ABANDONED)
V.B. NO. 22
V.B. NO. 27
WS, IF REQUIREDPROP. MIN. 25 mm COPPER
3+40
3+60
3+80
4+00
4+20
4+40
4+60
4+80
5+00
DIA. P
VC W/M
PR
OP. 150 m
m
CONSTRUCTIONLIMIT OF
REQUIRED COPPER WS, IF
AND 50 mmPROP. MIN. 25 mm
AT PROPERTY LINE ISOLATING VALVE
VALVE AT W/M AND ANCHOR TEE & WS INCLUDING
PROP. 150 mm PVC
PROPERTY LINE & VALVE AT W/M AND ISOLATING VALVE AT
PROP. 250 mm PVC WS INCLUDING ANCHOR TEE
BENDSVERT. HORIZ.&
BENDSHORIZ.
BENDS
150mm VALVE ANCHOR TEE &
150mm OFF 300mm
CASE 'A'STANDARD DRAWING T-708-01-4 AS PER CITY OF TORONTO INSTALL INSULATION
BELOW GRADE (TYP)REMOVE VALVE BOX TO 1.2m COMPLETING THE CONNECTION. VALVE IN OPEN POSITION AFTER CONTRACTOR TO LEAVE PROP.
PROP. HYDRANT (T-1105.01)
150mm VALVEANCHOR TEE & 150mm OFF 300mm
VALVE ANCHOR TEE & 250mm
250mm OFF 300mm VALVE150mm TEE & ANCHOR 300mm 150mm OFF
VALVE ANCHOR TEE & 150mm
150mm OFF 300mm
TEE & 150mm VALVE150mm OFF 300mm ANCHOR
PLUG AND ABANDON EX. WS.
V.B. NO. 25
NO. 29V.B.
BELOW GRADE (TYP) REMOVE VALVE BOX TO 1.2m
COMPLETING THE CONNECTION. VALVE IN OPEN POSITION AFTER
CONTRACTOR TO LEAVE PROP.
23NO. V.B.
NO. 26V.B.
REQUIRED) EXTENSION
(MIN. 0.6m HYD. BELOW EX. WM.
CLEARANCE MIN. VERT.
MAINTAIN A 0.3m HYD. LEAD TO
DEFLECT PROP. (T-1105.01)
PROP. HYDRANT TO 1.2m BELOW GRADE (TYP) OF PROP. WM. REMOVE VALVE CHAMBER
OPEN POSITION AFTER CONSTRUCTIONCONTRACTOR TO LEAVE EX. VALVE IN
WM.ABANDON EX. PLUG AND
24NO. V.B.
(T-1105.01) PROP. HYDRANT
0.6m HYD. EXTENSION REQUIRED) CLEARANCE BELOW EX. WM. (MIN.
MAINTAIN A 0.3m MIN. VERT. DEFLECT PROP. HYD. LEAD TO
PROP. HYDRANT (T-1105.01)
BELOW GRADE (TYP)VALVE BOX TO 1.2m CONNECTION. REMOVE COMPLETING THE POSITION AFTER PROP. VALVE IN OPEN CONTRACTOR TO LEAVE
BENDS VERT.
VALVE TEE & 150mm ANCHOR
300mm150mm OFF
WS, IF REQUIREDPROP. MIN. 25 mm COPPER
PV
C W/S
250
mm
PR
OP -
PV
C W/S
150
mm
PR
OP -
BELOW GRADE (TYP) REMOVE VALVE CHAMBER TO 1.2m TO 1.2m BELOW GRADE (TYP)
REMOVE VALVE CHAMBER
V.B. NO. 32
ET.V.
T.V. F
T.V. G
T.V. HWS.ABANDON EX. PLUG AND
BEND
BEND PLUG AND ABANDON EX. WS.
BELOW GRADE (TYP) REMOVE VALVE CHAMBER TO 1.2m
BELOW GRADE (TYP) REMOVE VALVE CHAMBER TO 1.2m
200mm VALVE ANCHOR TEE &
200mm OFF 300mm
GRADE (TYP) CHAMBER TO 1.2m BELOW
WM. REMOVE VALVE CONSTRUCTION OF PROP.
POSITION AFTER PROP. VALVE IN OPEN
CONTRACTOR TO LEAVEPHASING VALVE
200mm VALVE ANCHOR TEE &
150mm OFF 300mm
FLUSHING AND SAMPLINGDISTANCE PIECE CUT TO SUIT FOR FILLER PIECE 150mm DIAMETER 150mm SLEEVE COUPLING WITH 75mm EXISTING 150mm WATERMAIN WITH STREET CONNECTION CONNECT TO
0.3 m
1.1 m
0.9 m
5.8 m
W/S
PV
C 2
00
mm
PR
OP -
PROPERTY LINE REDUCER AT
AND 200 mmX150 mm ISOLATING VALVE
VALVE AT W/M, ANCHOR TEE & WS INCLUDING
PROP. 200 mm PVC
BENDS
LEADCLEARANCE OVER CB 0.5m VERTICAL MAINTAIN MINIMUM
1.3 m
BH 7
CH 5
CH B
CH 4TH 9
TH 14
TH 13TH 19
TH 16
EAST STREET LINE
EAST STREET LINE
WEST STREET LINE
LIN
E
ST
RE
ET
SO
UT
H
LIN
E
ST
RE
ET
NO
RT
H
LINESTREET WEST
(by others)Proposed Telecommunication (Rogers)
(by others)Proposed Telecommunication (Rogers)
others)Main (Enbridge/by PE IP Gas Proposed 100 mm
06/18/181
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
D.R.F.ISSUED FOR TENDER
R ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
R
2 07/09/18 ADDENDUM 1 D.R.F.
100 mm SC IP Gas Main (Enbridge)
410 x 260 mm (W x H)Toronto Hydro Ductbank
Stm.
Stm.
Stm.
Stm.
W.S.
G.S.
Stm.
W.S.
Stm
32 mm PE IP Gas Main (Enbridge)
Hydro
Stm.
Street Light
Toronto Hydro
Toronto Hydro
Gas Main (Enbridge)
32 mm ST IP G.S. (Enbridge)
525 mm Conc.Stm.
525 mm Conc.Stm.
250 mm C.l. Water Main
150 mm C.l. Water Main
250 mm C.l. Water Main
Stm.
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Main (Enbridge)32 mm PE IP Gas
Main (Enbridge)100 mm SC IP Gas
(Enbridge)32 mm ST IP G.S.
(W x H)410 x 410 mm DuctbankToronto Hydro
Conc.Stm.525 mm
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
18-01268_MAP.dgnSTREETLINE
18-01268_MAP.dgn
18-01268_MAP.dgn
18-01268_MAP.dgn (2017)
MAPPING
UTILITY
DESIGN
SURVEY(Year)
18-01268_MAP.dgn
Engineering & Construction Services
DA
NF
OR
TH R
D
PA
LO
MA P
L
AVE
GA
GE
TANSLEY AVE
DA
NF
OR
TH R
D
TANSLEY AVE
SEMINOLE AVE
GL
OS A
VE
BRIM
LE
Y R
D
ELGAR AVE
GRAYLEE AVE
GR
AY
LE
E A
VE
WETHERBY DR
STRODE DR
CHILLERY AVE
BRIM
LE
Y R
D
CR
ES
SH
AD
DO
CK
DA
NF
OR
TH R
D
THICKETWOOD DR
CRESFRED BLAND
CRTBLUE LAGOON
MC
CO
WA
N R
D
SAVARIN ST
TRUDELLE ST
MC
CO
WA
N R
D
PROVIDENCE ST
CARSLAKE CRES
SEMINOLE AVE BENDALE BLV
D
GARDENS CRL
PRINGDALE
18-0
1268-0
01 1
8-0
1268-0
02
18-0
1268-0
03
18-0
1268-0
05
18-0
1268-0
04
750 mm San.
250 mm San.750 mm San.
Conc.San.250 mm
300
300
300
300
150
300
150
4 OF 7
D.R.F.
DANFORTH ROADFROM TRUDELLE STREET TO CARSLAKE CRESCENT
DANFORTH ROAD
300 mm WATERMAIN REPLACEMENT
ST
A. 5
+10
SE
E D
RA
WIN
G 1
8-0
1268-0
03
ST
A. 6+70
SE
E D
RA
WIN
G 1
8-0
1268-0
05
LENGTH ALONG THE WATERMAIN.
DIFFERENCE MAY NOT REFLECT THE TRUE
WATERMAIN. THE PROFILE CHAINAGE
CONSTRUCTION AND ARE PROJECTED TO THE
ESTABLISHED FROM THE CENTRELINE OF
STATIONS SHOWN ALONG PROFILE ARE
ON SITE.
CONDITIONS OF THE MAINTENANCE CHAMBER
SHAPE SHOWN MAY NOT REFLECT THE TRUE
DRAWINGS. THE CHAMBER DIMENSIONS AND
ARE ESTABLISHED FROM TWAG AND AS-BUILT
MAINTENANCE CHAMBERS SHOWN IN PLAN
(IF REQUIRED)
CLEARANCE TO PROP. W/M
PROVIDE 0.5 m MIN. VERTICAL
AND REPLACE CB LEAD AND
CONTRACTOR TO REMOVE
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
ST
A. 5
+10
ST
A. 6+70
18ECS-LU-06SUB.A./D.F.
THE CONTRACT ADMINISTRATOR
CONTRACT DRAWINGS AND AS DIRECTED BY
AS PER T-220.01 AS SHOWN ON THE
TREE PROTECTION FENCE TO BE INSTALLED
* TREE PROTECTION : *
DESIGN
HORIZONTAL 1:200 VERTICAL 1:100
NUMBER
DRAWINGSCALE SHEET
160.00 m
155.00 m
150.00 m
145.00 m
160.00 m
155.00 m
150.00 m
145.00 m
CONTRACT No.DRAWN CHECKED
DATE
DRIV
ET
HIC
KE
TW
OO
D
18-01268-004
FOR DETAILS- SEE DRAWING18ECS-LU-06SU_G3
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL: *
LIMITS OF TRENCH AND RESTORATION
ACCORDANCE WITH O.REG 278/05 WITHIN
SAVARIN STREET TO BE REMOVED IN
EXIST. ASPHALT CONTAINING ASBESTOS ON
- SEE DRAWING 18ECS-LU-06SU_G2 FOR GENERAL NOTES
300mm CARRIER PIPE
GROUTFILLED BY CELLULAR ANNULAR SPACE TO BE
GRADE DURING GROUTINGIN CORRECT LINE AND ADD REQUIRED TO MAINTAIN PIPE BLOCKINGS/SPACERS AS NON-METALLIC
PER PIPE LENGTH4 - 25mm STEEL BAND
JULY 9, 2018
NUMBER SIZE (DIAMETER)
150 mm
150 mm
300 mm
250 mm
250 mm
300 mm
200 mm
200 mm
200 mm
V.B. NO. 10
V.B. NO. 11 300 mm
100 mm
100 mm V.B. NO. 13
V.B. NO. 14
V.B. NO. 15
300 mm
150 mm
150 mm
150 mm
V.B. NO. 16
V.B. NO. 17
150 mm 150 mm V.B. NO. 18
V.B. NO. 19
V.B. NO. 20
V.B. NO. 21
300 mm
150 mm
150 mm
V.B. NO. 22
V.B. NO. 23
200 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
V.B. NO. 4
V.B. NO. 5
V.B. NO. 6
V.B. NO. 7
V.B. NO. 8
V.B. NO. 24
V.B. NO. 25
150 mm V.B. NO. 26
V.B. NO. 28
V.B. NO. 30
150 mm
150 mm
250 mm
V.B. NO. 29
250 mm
V.B. NO. 31
V.B. NO. 32
V.B. NO. 33
250 mm
300 mm
300 mm
V.B. NO. 34
V.B. NO. 36
150 mm
300 mm
200 mm
200 mm
V.B. NO. 46
V.B. NO. 37
V.B. NO. 38
V.B. NO. 40
V.B. NO. 41
V.B. NO. 42
V.B. NO. 43
V.B. NO. 44
V.B. NO. 45
150 mm
150 mm
300 mm
300 mm
150 mm
V.B. NO. 9
150 mm
V.B. NO. 35
V.B. NO. 39
100 mm
150 mm
150 mm
150 mm
V.B. NO. 12
150 mm
300 mm
300 mm
200 mm
150 mm
300 mm
300 mm
V.B. NO. 27
300 mm
150 mm
T.V. A
T.V. B
T.V. C
T.V. D
T.V. E
T.V. I
T.V. F
T.V. G
T.V. H
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
150 mm
150 mm
CASING/CARRIER PIPE DETAIL
900mm STEEL CASING PIPE
NTS
JACK & BORE SHAFTS.
2. ADVANCE DEWATERING REQUIRED FOR
BORE AND DEWATERING OPERATIONS.
AND PROTECTION MEASURES FOR JACK &
PROPOSED CONSTRUCTION COMPOUND
MANAGEMENT PLAN INCLUDING DETAILS OF
1. CONTRACTOR TO SUBMIT TRAFFIC
NOTES:
N 4 8
44 7
59
E 325 359
N 4 8
44 8
93
E 325 333
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
MULTIUTIL
Grass
BT Pedestal
Con
MULTIUTIL
TWW
GV
Grass
Con
MULTIUTIL
MULTIUTIL
MULTIUTIL
Grass
Asph
Private LS
Grass
Grass
Asph
Con
GV
Mwell
Grass
Asph
Asph
Grass
TWW
Mwell
Grass
Asph
TWW
WV
Gravel
TWW
MwellPARKINGP
WK
Asph
MULTIUTIL
CC
Mwell
Mwell
RS
Grass
CC
Asph
Grass
Grass
Grass
GrassGrass
GrassPrivate LS
Top of Riser
HYD
Sto
ne
Grass
Grass Grass
Grass
Grass
Grass
Grass
TREED AREA
AREA
TREED
Conc. Curb and Gutter
Conc. Curb and Gutter
Conc. Curb and Gutter
Conc. Curb and Gutter
Conc.Retaining Wall
Fence & Hedge
Asph
Conc. Sidewalk
Conc. Sidewalk
Conc. SidewalkConc. Sidewalk
Conc. Sidewalk
Fence
AREA
TREED
2W1H
WV103352
WV103537
WV103349
100mm Stm
WS
WK
WSWS
N
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - TWO 150mm
DRFROM THICKETWOOD MATERIAL SERVICED UNKNOWN SIZE AND EX. WS -
ON SITE)BE VERIFIED MATERIAL (TO SIZE AND UNKNOWN EX. WS - 50mm
ON SITE)BE VERIFIED MATERIAL (TO SIZE AND UNKNOWN EX. WS -
1375
152
1360
155
S
SL0000-0
23-9
761
250mm San Sewer
250mm CI Water Main
250mm CI Water Main
525mm Conc. Stm Sewer
N
158.5
40
158.2
88
158.0
07
157.6
90
157.3
18
156.9
28
156.4
96
156.0
41
155.5
43
155.0
50
154.6
22
154.2
04
153.8
85
153.5
95
153.3
68
153.198
153.110
6+54.6
5
6+60.4
2
5+82.3
6
5+79.11
5+70.14
5+64.5
5
5+50.6
2
6+23.4
7
5+10
5+20
5+30
5+40
5+50
5+60
5+70
5+80
5+90
6+00
6+10
6+20
6+30
6+40
6+50
6+60
6+70
I.E. 153.037 (S)
I.E. 152.977 (E)
I.E. 153.854 (S)
I.E. 153.794 (NW)
I.E. 153.321 (E)
I.E. 153.432 (SW)
I.E. 152.363
I.E. 154.321
I.E. 156.217
I.E. 145.418 (E)
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
TO BE INSTALLED BY OPEN CUT
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-06SU_G3
PROP. 472 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
Culvert I.E. 147.377
Culvert Top
I.E. 145.468 (W)
I.E. 150.422
I.E. 152.396
O.E. 155.54
O.E. 153.26
PLACE 14.0 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
WITH ADVANCE DEWATERING
PROP. 14.0 m - 900 mm DIAMETER STEEL CASING INSTALLED BY JACK AND BORE
Tele
co
mm
unic
atio
n (B
ell)
CENTRELINE OF ROAD
EXISTING GRADE AT
EXISTING CULVERT
32
mm
PE IP
Gas
Main (E
nbrid
ge)
32
mm
ST IP
G.S. (E
nbrid
ge)
VA
LV
E
VA
LV
E
RIM
156.7
21
ST
M
MA
NH
OL
E
CB
LE
AD
CB
LE
AD
CB
LE
AD
RIM
153.0
18
SA
N
MA
NH
OL
E
RIM
156.9
94
ST
M
MA
NH
OL
E
RIM
156.8
17
SA
N
MA
NH
OL
E
Fibre
Optic
s (B
ell)
CB
LE
AD
CB
LE
AD
Main (E
nbrid
ge/by
others)
Pro
pose
d 10
0
mm
PE IP
Gas
525mm Stm Sewer
W.S.
EE
CULVERT
EXISTING
PROP. 300 mm DIA. PVC W/M
(TO BE ABANDONED)
0+00
0+20
NO.34V.B.
NO.35V.B.
NO.36V.B.
NO.37V.B.
(TO BE ABANDONED)
5+20
5+40
5+60
5+80
6+00
6+20
6+40
6+60
DIA. P
VC W/M
PR
OP. 150 m
m
CONSTRUCTIONLIMIT OF
ABANDONED)(TO BE
REQUIRED IF
COPPER WS, 50 mm
PROP. MIN.
PER T-708.01-4 CASE AINSTALL INSULATION AS
VALVE& 150mm ANCHOR TEE 300mm 150mm OFF
PLUG AND ABANDON EX. WM.
VALVEANCHOR TEE & 150mm 150mm OFF 300mm
VALVE ANCHOR TEE & 200mm
200mm OFF 300mm
BENDSVERT.
REDUCER150mm OFF 200mm
EXTENSION REQUIRED)EX. WM.(MIN. 0.6m HYD. VERT. CLEARANCE BELOW MAINTAIN A 0.3m MIN. PROP. HYD. LEAD TO (T-1105.01) DEFLECT PROP. HYDRANT
(2.5 m x 4.5 m)AREASTAGING
(4.5 m x 4.5 m)OF RECEIVING PIT APPROX. LOCATION
BENDS& VERT.
V.B. NO.33
EXTENSION REQUIRED)WM.(MIN. 0.6m HYD. VERT. CLEARANCE BELOW TO MAINTAIN A 0.3m MIN. DEFLECT PROP. HYD. LEAD PROP. HYDRANT (T-1105.01)
(T-1105.01) PROP. HYDRANT
DIA. P
VC W/S
PR
OP. 200 m
m
REQUIRED WS, IF
19mm COPPERPROP. MIN.
(TYP) 1.2m BELOW GRADE VALVE CHAMBER TO PROP. WM. REMOVE CONSTRUCTION OF
OPEN POSITION AFTER LEAVE EX. VALVE IN
CONTRACTOR TO
NO.38V.B.
GRADE (TYP)CHAMBER TO 1.2m BELOW REMOVE VALVE
GRADE (TYP)REMOVE VALVE CHAMBER TO 1.2m BELOW
T.V. I
DWG 18ECS-LU-06SU_G3REFER TO DETAIL ON EQUIVALENT (TYP.) OR APPROVED INSTALL TEMP. SILTSACK CONTRACTOR TO
18ECS-LU-06SU_G3DWG REFER TO DETAIL ON EQUIVALENT (TYP.) APPROVED SILTSACK OR INSTALL TEMP. CONTRACTOR TO
DWG 18ECS-LU-06SU_G3REFER TO DETAIL ON EQUIVALENT (TYP.) OR APPROVED INSTALL TEMP. SILSACK CONTRACTOR TO
ABANDON EX. WS.PLUG AND
VALVEANCHOR TEE & 150mm 150mm OFF 300mm
FILTREXX 12" DIA. SILTSOXX BY INSTALL TEMPORARY
CONTROL MEASURES. PROVIDE SEDIMENT
CONTRACTOR TO
BELOW GRADE (TYP) VALVE BOX TO 1.2m
CONNECTION. REMOVE COMPLETING THE
OPEN POSITION LEAVE PROP. VALVE IN
CONTRACTOR TO
SUIT FOR FLUSHING AND SAMPLING 150mm DIAMETER DISTANCE PIECE CUT TO
SLEEVE COUPLING WITH 75mm FILLER PIECE EXISTING 150mm WATERMAIN WITH 150mm
STREET CONNECTION CONNECT TO
PROPERTY LINE REDUCER AT
AND 200 mmX150 mm ISOLATING VALVE
VALVE AT W/M, ANCHOR TEE & WS INCLUDING
PROP. 200 mm PVC
BENDSVERT.
LEAD CLEARANCE BELOW CB
MAINTAIN 0.5m VERTICAL
STM.ABOVE 525 mm CONC. VERTICAL CLEARANCE MAINTAIN MINIMUM 0.5m
2.9 m
STMPROTECT & SUPPORT
0.4 m
1.1 m
1.0 m
CATCHBASIN ROUTE FOR
DEWATERING
AN
D V
AL
VE B
OX N
o.3
6
300
mm G
ATE V
AL
VE
AN
D V
AL
VE B
OX N
o.3
3
300
mm G
ATE V
AL
VE
CONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
(TO BE ABANDONED)
(TO BE ABANDONED)
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
GR
AD
E
RE
MO
VE 1.2 m B
EL
OW
(MIN.)1.8 m
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 3
00 m
m A
NC
HO
R
TE
E & 2
00 m
m V
AL
VE
200 m
m
OFF 3
00 m
m A
NC
HO
R
CR
OS
SIN
G C
B L
EA
D
SPECIFICATIONS TO EXCEED MANUFACTURERS
PIPE JOINT DEFLECTION NOT
2.4 m
0.5 m
2.5 m
2.1 m
0.5 m
0.3 m
0.5 m 0.3 m
8.2 m
0.6 m
0.5 m (MIN.) 0.5 m(MIN.)
CH 7
CH C
BH 8
CH 6
BH 9
TH 8
TH 7
WEST STREET LINE
WEST STREET LINE
LIN
E
ST
RE
ET
SO
UT
H
LIN
E
ST
RE
ET
NO
RT
H
LIN
E
ST
RE
ET
NO
RT
H
LIN
E
ST
RE
ET
SO
UT
H
LINEEAST STREET
EAST STREET LINE
150 mm C.I. Water Main
Conc.Stm675 mm
(by others)Proposed Telecommunication (Rogers)
(by others)Proposed Telecommunication (Rogers)
Conc.San250 mm
1 06/18/18
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
ISSUED FOR TENDER D.R.F.
R ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
R
2 07/09/18 ADDENDUM 1 D.R.F.
R
R
R
RR
RR
50 mm SC IP Gas Main (Enbridge)
100 mm SC IP Gas Main (Enbridge)
Stm.
Stm.
Stm.
Hydro
300 mm Stm.
300 mm Stm.
375 mm Conc.Stm.
375 mm Conc.Stm.
675 mm Conc.Stm.
250 mm C.I. Water Main
150 mm C.l. Water Main
Main (Enbridge)50 mm SC IP Gas
250 mm C.l. Water Main
675 mm Conc.Stm.
150 mm C.l. Water Main
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Rogers)
Telecommunication (Rogers)
Fibre Optic (Bell)
250 mm C.l. Water Main
Stm.
Stm.Telecommunication (Bell)
100 mm SC IP Gas Main (Enbridge)
Stm.
375 mm Conc.Stm.675 mm Conc.Stm.
675 mm Conc.Stm.
Main (Enbridge)100 mm SC IP Gas
Main (Enbridge)50 mm SC IP Gas
(Bell)Telecommunication
(Rogers)Telecommunication
Conc.Stm.375 mm
(Bell)Telecommunication
(Enbridge)50 mm SC IP Gas Main
(Enbridge)50 mm SC IP Gas Main
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
18-01268_MAP.dgnSTREETLINE
18-01268_MAP.dgn
18-01268_MAP.dgn
18-01268_MAP.dgn (2017)
MAPPING
UTILITY
DESIGN
SURVEY(Year)
18-01268_MAP.dgn
Engineering & Construction Services
DA
NF
OR
TH R
D
PA
LO
MA P
L
AVE
GA
GE
TANSLEY AVE
DA
NF
OR
TH R
D
TANSLEY AVE
SEMINOLE AVE
GL
OS A
VE
BRIM
LE
Y R
D
ELGAR AVE
GRAYLEE AVE
GR
AY
LE
E A
VE
WETHERBY DR
STRODE DR
CHILLERY AVE
BRIM
LE
Y R
D
CR
ES
SH
AD
DO
CK
DA
NF
OR
TH R
D
THICKETWOOD DR
CRESFRED BLAND
CRTBLUE LAGOON
MC
CO
WA
N R
D
SAVARIN ST
TRUDELLE ST
MC
CO
WA
N R
D
PROVIDENCE ST
CARSLAKE CRES
SEMINOLE AVE BENDALE BLV
D
GARDENS CRL
PRINGDALE
18-0
1268-0
05
18-0
1268-0
04
18-0
1268-0
03
18-0
1268-0
02
18-0
1268-0
01
250 mm San.250 mm San.
250 mm Conc.San.
250 mm Conc.San.
250 mm Conc.San.
250 mm San.
250 mm Conc.San.
250 mm Conc.San.
Conc.San.250 mm
300
300
300
300
150
300
150
5 OF 7
D.R.F.
DANFORTH ROADFROM TRUDELLE STREET TO CARSLAKE CRESCENT
DANFORTH ROAD
300 mm WATERMAIN REPLACEMENT
ST
A. 6
+70
SE
E D
RA
WIN
G 1
8-0
1268-0
04
ST
A. 6
+70
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
* TREE PROTECTION : *
18ECS-LU-06SUB.A./D.F.
CR
ES
CE
NT
CA
RS
LA
KE
CR
ES
CE
NT
CA
RS
LA
KE
AV
EN
UE
TA
NS
LE
Y
DESIGN
HORIZONTAL 1:200 VERTICAL 1:100
NUMBER
DRAWINGSCALE SHEET
155.00 m
150.00 m
145.00 m
160.00 m
155.00 m
150.00 m
145.00 m
CONTRACT No.DRAWN CHECKED
DATE18-01268-005
* ASBESTOS ASPHALT REMOVAL: *
M.C./V.W.
- SEE DRAWING 18ECS-LU-06SU_G2 FOR GENERAL NOTES
- SEE DRAWING 18ECS-LU-06SU_G3 FOR DETAILS
DIFFERENCE MAY NOT REFLECT THE TRUE LENGTH ALONG THE WATERMAIN.
CONSTRUCTION AND ARE PROJECTED TO THE WATERMAIN. THE PROFILE CHAINAGE
STATIONS SHOWN ALONG PROFILE ARE ESTABLISHED FROM THE CENTRELINE OF
CONDITIONS OF THE MAINTENANCE CHAMBER ON SITE.
DRAWINGS. THE CHAMBER DIMENSIONS AND SHAPE SHOWN MAY NOT REFLECT THE TRUE
MAINTENANCE CHAMBERS SHOWN IN PLAN ARE ESTABLISHED FROM TWAG AND AS-BUILT
ACCORDANCE WITH O.REG 278/05 WITHIN LIMITS OF TRENCH AND RESTORATION
EXIST. ASPHALT CONTAINING ASBESTOS ON SAVARIN STREET TO BE REMOVED IN
CONTRACT DRAWINGS AND AS DIRECTED BY THE CONTRACT ADMINISTRATOR
TREE PROTECTION FENCE TO BE INSTALLED AS PER T-220.01 AS SHOWN ON THE
VERTICAL CLEARANCE TO PROP. W/M (IF REQUIRED)
CONTRACTOR TO REMOVE AND REPLACE CB LEAD AND PROVIDE 0.5 m MIN.
O.D. PIPE
CASING AND PIPELINE WITH GROUTFILL ANNULAR SPACE BETWEEN
AROUNDWELDED JOINTS ALL STEEL CASING PIPE.
300mm PVC WATERMAIN PIPE
900mm STEEL CASING PIPEBLOCKINGS/SPACERSNON-METALLIC
(TYP.) 610 mm
(TYP.)305 mm
SPACERSTRAP
25 mm ST.S.
457 mm
NOTES:
NTS
JULY 9, 2018
NUMBER SIZE (DIAMETER)
150 mm
150 mm
300 mm
250 mm
250 mm
300 mm
200 mm
200 mm
200 mm
V.B. NO. 10
V.B. NO. 11 300 mm
100 mm
100 mm V.B. NO. 13
V.B. NO. 14
V.B. NO. 15
300 mm
150 mm
150 mm
150 mm
V.B. NO. 16
V.B. NO. 17
150 mm 150 mm V.B. NO. 18
V.B. NO. 19
V.B. NO. 20
V.B. NO. 21
300 mm
150 mm
150 mm
V.B. NO. 22
V.B. NO. 23
200 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
V.B. NO. 4
V.B. NO. 5
V.B. NO. 6
V.B. NO. 7
V.B. NO. 8
V.B. NO. 24
V.B. NO. 25
150 mm V.B. NO. 26
V.B. NO. 28
V.B. NO. 30
150 mm
150 mm
250 mm
V.B. NO. 29
250 mm
V.B. NO. 31
V.B. NO. 32
V.B. NO. 33
250 mm
300 mm
300 mm
V.B. NO. 34
V.B. NO. 36
150 mm
300 mm
200 mm
200 mm
V.B. NO. 46
V.B. NO. 37
V.B. NO. 38
V.B. NO. 40
V.B. NO. 41
V.B. NO. 42
V.B. NO. 43
V.B. NO. 44
V.B. NO. 45
150 mm
150 mm
300 mm
300 mm
150 mm
V.B. NO. 9
150 mm
V.B. NO. 35
V.B. NO. 39
100 mm
150 mm
150 mm
150 mm
V.B. NO. 12
150 mm
300 mm
300 mm
200 mm
150 mm
300 mm
300 mm
V.B. NO. 27
300 mm
150 mm
T.V.A
T.V. B
T.V. C
T.V. D
T.V. E
T.V. F
T.V. G
T.V. H
T.V. I
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
150 mm
150 mm
- ALL PIPES SHALL BE RESTRAINED OR FLANGED JOINTS.
- ALL STEEL CASING SHALL BE WELDED CONTINUOUSLY AT ALL JOINTS.
CASING PIPE DETAIL
END SEAL (TYP.)
INTO PLACE (TYP.)PIPELINE. MORTAR CASING AND BRICKS BETWEEN WITH MASONRY COVER OPENING
NOTES:
2. ADVANCE DEWATERING REQUIRED FOR JACK & BORE SHAFTS.
MEASURES FOR JACK & BORE AND DEWATERING OPERATIONS.
DETAILS OF PROPOSED CONSTRUCTION COMPOUND AND PROTECTION
1. CONTRACTOR TO SUBMIT TRAFFIC MANAGEMENT PLAN INCLUDING
N 4 8
44 9
06
E 325 369
N 4 8
45 0
26
E 325 375
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
Grass
HW
Asph
MULTIUTIL
Con
MULTIUTIL
Grass
WV
Grass
TWW
AsphTWW
Grass
TWW
MULTIUTIL
MULTIUTIL
Con
Grass
Grass
RS
Unk
Asph
Grass
MULTIUTIL
GV
TS
Grass
Grass
TSGrass
BT Pedestal
HW
Grass
TWW
CC
Grass
AsphGV
Top of Riser
HYD
Asph
Con
GV
Con
Asph
Asph
Grass
MULTIUTIL
GV
CC
HW
Grass
HW
BT PedestalAsph
Brick
Grass
WK
Grass
WK
MULTIUTIL
Con
Grass
Asph
WK
Unk
WK
HYD. RISER
Grass
Grass
Grass
RS
GK
Grass
WV
Grass
WK
RS
Grass
Grass
Grass
Asph
Asph
Asph
Asph
HW
Asph
WK
Grass
WK
Grass
MwellMwell
Asph
Asph
Con
PedestalBT
TWW 03236
TWW 03224
RiserTop of
Sto
ne
Riserof Top
Riserof Top
RiserTop of
TREED AREA
Conc. Curb and Gutter
Conc. Curb and Gutter
Conc. Curb and Gutt
er
Conc. Curb and Gutter
Con
Con
Sto
ne Retainin
g
Wall
Sto
ne Retainin
g
Wall
Bric
k
Hedge
Brick
Fence
Brick Ret. Wall
Fence
Interlock
Metal Fence
Pla
nters
Hedge
&
Ret.
Wall
Fence & Wood Ret.Wall
FenceCon
SS
Bric
k Ret
Wall
Wall
Conc. R
et
SS
WV103344
WV103123
WV103341
WV103120
100mm Stm
100mm Stm
100mm Stm
100mm Stm
100mm Stm
100mm Stm
Stm100mm
WS
WS
WS
WS
WS
WSWS
WS
WS
WSWS
WS
WS
WS
WS
N
VA
LV
E
VA
LV
E
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 16mm
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS - VERIFIED ON SITE)
MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
(TO BE VERIFIED ON SITE)UNKNOWN SIZE AND MATERIAL EX. WS -
FROM TANSLEY AVEMATERIAL SERVICED UNKNOWN SIZE AND EX. WS -
14421444
14461448
1450
1445
60
1438
2
1441
1443
1433 1431
103
102
1440
100mm San
150mm San
150mm San
150mm San
150mm San
San150mm
San150mm
250mm San Sewer
250mm San Sewer
250mm San Sewer
250mm San Sewer
250mm San Sewer
250mm San Sewer
250mm San Sewer
300mm Stm Sewer
250mm CI Water Main
250mm CI Water Main
250mm CI Water Main
675mm Conc. Stm Sewer
375mm Conc. Stm Sewer
675mm Conc. Stm Sewer
675mm Conc. Stm Sewer
375mm Stm Conc. Sewer
675mm Conc. Stm Sewer
N
153.110
153.0
41
153.102
153.195
153.3
38
153.5
33
153.7
58
154.111
154.5
02
154.8
99
155.2
95
155.6
87
156.0
79
156.4
72
156.8
71
157.2
65
157.6
26
157.9
99
8+37.3
4
8+36.6
4
8+35.0
9
8+34.3
1
8+32.3
9
8+18.4
2
7+50.7
6
7+45.9
7
7+40.4
2
7+39.0
9
6+80.6
9
6+74.3
5
6+86.8
4
6+70
6+80
6+90
7+00
7+10
7+20
7+30
7+40
7+50
7+60
7+70
7+80
7+90
8+00
8+10
8+20
8+30
8+40
I.E. 148.624 (N)
I.E. 149.405 (S)
I.E. 149.515 (N)
I.E. 152.596 (S)
I.E. 152.646 (N)
I.E. 149.555 (NW/NE)
I.E. 153.044 (SW)
I.E. 153.363 (S)
I.E. 153.723 (NE)
I.E. 154.593 (SW)
I.E. 153.423 (N)
I.E. 151.999 (N)
I.E. 150.182 (N)
I.E. 150.679 (SW)
I.E. 154.793 (E)
I.E. 153.134 (E)
I.E. 150.104 (SE)
I.E. 149.938 (SW)
I.E. 148.352 (NW)
I.E. 151.392
I.E. 148.454 (SE)
I.E. 152.616 (NE)
I.E. 151.989 (S)
I.E. 150.172 (S)
I.E. 150.452 (NE)
I.E. 150.750 (SE)
I.E. 150.372 (NW)I.E. 150.860 (W)
I.E. 150.174 (W) I.E. 150.037 (E)
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
TO BE INSTALLED BY OPEN CUT
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-06SU_G3
PROP. 166.0 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
I.E. 150.809 (E) O.E. 152.48
O.E. 156.36
PLACE 14.0 m OF 300 mm DIAMETER PVC WATERMAIN DR-14 CL 305
PROP. 14.0 m - 900 mm DIAMETER STEEL CASING INSTALLED BY JACK AND BORE WITH ADVANCE DEWATERING
Tele
co
mm
unic
atio
n (B
ell)
CENTRELINE OF ROAD
EXISTING GRADE AT
EXISTING CULVERT
SPECIFICATIONS
TO EXCEED MANUFACTURERS
PIPE JOINT DEFLECTION NOT
50
mm
SC IP
Gas
Main (E
nbrid
ge)
Tele
co
mm
unic
atio
n (R
ogers)
VA
LV
E
RIM
157.3
43
ST
M
MA
NH
OL
E
RIM
155.7
99
ST
M
MA
NH
OL
E
RIM
ST
M
MA
NH
OL
E
CB
LE
AD
RIM
153.9
24
SA
N
MA
NH
OL
E
(Enbrid
ge)
100
mm
SC IP
Gas
Main
RIM
157.3
93
ST
M
MA
NH
OL
E
RIM
154.0
00
ST
M
MA
NH
OL
E
RIM
153.6
59
ST
M
MA
NH
OL
E
RIM
153.6
52
ST
M
MA
NH
OL
E
RIM
157.3
24
SA
N
MA
NH
OL
E
RIM
157.0
06
SA
N
MA
NH
OL
E
RIM
153.8
38
SA
N
MA
NH
OL
E
RIM
153.5
35
SA
N
MA
NH
OL
E
RIM
153.104
SA
N
MA
NH
OL
E
100
mm
SC IP
Gas
Main (E
nbrid
ge)
FF
GG
8+40
PROP. 300 mm DIA. PVC W/M
LIM
IT O
F C
ON
ST
RU
CTIO
N
(TO BE ABANDONED)
(TO BE ABANDONED)
0+00
0+20
0+40
NO.41V.B.
NO.42V.B.
NO.40V.B.
NO.43V.B.
NO.45V.B.
NO.46V.B.
(TO BE ABANDONED)
PROP. 300 mm DIA. PVC W/M
6+80
7+00
7+20
7+40
7+60
7+80
8+00
8+20
8+40
8+43
8+43
0+00
0+20
DIA. P
VC W/M
PR
OP. 150 m
m
CONSTRUCTIONLIMIT OF
REQUIRED COPPER WS, IF
PROP. MIN. 19 mm REQUIRED COPPER WS, IF
PROP. MIN. 19 mm
REQUIRED COPPER WS, IF
PROP. MIN. 19 mm
REQUIRED COPPER WS, IF
PROP. MIN. 19 mm
REQUIRED COPPER WS, IF
PROP. MIN. 19 mm
REQUIRED COPPER WS, IF
PROP. MIN. 19 mm
REQUIRED COPPER WS, IF
PROP. MIN. 25 mm REQUIRED COPPER WS, IF
PROP. MIN. 25 mm
REQUIRED COPPER WS, IF
PROP. MIN. 25 mm
REQUIRED COPPER WS, IF
PROP. MIN. 25 mm
REQUIRED COPPER WS, IF
PROP. MIN. 25 mm
REQUIRED COPPER WS, IF
PROP. MIN. 25 mm
REQUIRED COPPER WS, IF
PROP. MIN. 25 mm
CONSTRUCTIONLIMIT OF
BELOW GRADE (TYP)CHAMBER BOX TO 1.2m PROP. WM. REMOVE CONSTRUCTION OF OPEN POSITION AFTER LEAVE EX. VALVE IN CONTRACTOR TO
SURFACE INDICATOR2.3m OF TACTILE WALKING
39 NO.V.B.
CONSTRUCTIONLIMIT OF
BEND
BENDS
BENDSHORIZ.
BENDS & VERT.
BENDHORIZ.
BEND
COPPER WS, IF REQUIREDPROP. MIN. 19 mm
300mm CROSS150mm OFF
EX. WM. ABANDONPLUG AND
1.2m BELOW GRADE (TYP)REMOVE VALVE CHAMBER TO CONSTRUCTION OF PROP. WM. VALVE IN OPEN POSITION AFTER CONTRACTOR TO LEAVE EX.
SURFACE INDICATOR2.0m OF TACTILE WALKING
PER T-708.01-4 CASE AINSTALL INSULATION AS
W/MDIA. PVC 150 mm PROP.
REDUCER 300mm
250mm x WM.
ABANDON EX.PLUG AND
GRADE (TYP) 1.2m BELOW
CHAMBER TO VALVE
REMOVE OF PROP. WM. CONSTRUCTION
AFTER POSITION
OPEN VALVE IN
TO LEAVE EX.CONTRACTOR
150mm VALVE ANCHOR TEE &
150mm OFF 300mm
(5.0 m x 5.0 m)STAGING AREA
(13.5m x 5.0 m) OF JACKING PIT
APPROX. LOCATION
BENDS
V.B. NO.44
PER T-708.01-4 CASE AINSTALL INSULATION AS
ABANDON EX. WM.PLUG AND
BELOW GRADE (TYP) REMOVE VALVE CHAMBER TO 1.2m CONSTRUCTION OF PROP. WM.
IN OPEN POSITION AFTERCONTRACTOR TO LEAVE EX. VALVE
CASE AT-708.01-4 AS PER INSULATION INSTALL
BELOW GRADE (TYP)CHAMBER TO 1.2m REMOVE VALVE
BELOW GRADE (TYP) REMOVE VALVE CHAMBER TO 1.2m
REQUIRED)0.6m HYD. EXTENSION BELOW EX. WM.(MIN. VERT. CLEARANCE MAINTAIN A 0.3m MIN. PROP. HYD. LEAD TO (T-1105.01) DEFLECT PROP. HYDRANT
150mm VALVEANCHOR TEE & 150mm OFF 300mm
18ECS-LU-06SU_G3 DETAIL ON DWG
EQUIVALENT (TYP.) REFER TO TEMP. SILTSACK OR APPROVED
CONTRACTOR TO INSTALL
SAMPLING AND
FLUSHING SUIT FOR
PIECE CUT TO DISTANCE DIAMETER
150mm FILLER PIECE
WITH 75mm COUPLING
SLEEVE WITH 150mm WATERMAIN
150mm EXISTING
CONNECT CONNECTION
STREET
FILTREXX SILTSOXX BY
TEMPORARY 12" DIA. MEASURES. INSTALL
CONTROL PROVIDE SEDIMENT
CONTRACTOR TO
CUT TO SUIT FOR FLUSHING AND SAMPLING75mm FILLER PIECE 150mm DIAMETER DISTANCE PIECE WATERMAIN WITH 150mm SLEEVE COUPLING WITH STREET CONNECTION CONNECT TO EXISTING 150mm
18ECS-LU-06SU_G3 DETAIL ON DWG
EQUIVALENT (TYP.) REFER TO TEMP. SILTSACK OR APPROVED
CONTRACTOR TO INSTALL
4.8 m
0.7 m
0.7 m
0.6 m
SAMPLING AND
FLUSHING SUIT FOR
PIECE CUT TO DISTANCE DIAMETER
250mm FILLER PIECE
WITH 75mm COUPLING
SLEEVE WITH 250mm WATERMAIN
250mm EXISTING
CONNECT CONNECTION
STREET
BYPASS & REINSTATE REMOVE, PLUG,
TEMPORARILYPOTENTIAL STM:
0.2 m
CATCHBASIN ROUTE FOR
DEWATERING
AN
D V
AL
VE B
OX N
o.4
6
300
mm G
ATE V
AL
VE
AN
D V
AL
VE B
OX N
o.4
3
300
mm G
ATE V
AL
VE
AN
D V
AL
VE B
OX N
o.4
2
300
mm G
ATE V
AL
VE
AN
D V
AL
VE B
OX N
o.3
9
300
mm G
ATE V
AL
VE
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
(TO BE ABANDONED)
(TO BE ABANDONED)
(TO BE ABANDONED)
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
2.5 m MIN.
150
mm O
FF 3
00
mm C
RO
SS
R
ED
UC
ER
300 m
m x 2
50 m
m
(MIN.)1.8 m
(MIN.)1.8 m
VA
LV
EA
NC
HO
R T
EE & 1
50 m
m
150 m
m
OFF 3
00 m
m
TE
E & 1
50 m
m V
AL
VE
AN
CH
OR
150
mm O
FF 3
00 m
m
1.9 m
0.4 m
2.4 m
0.3 m 0.8 m
0.8 m 0.9 m
8.2 m
1.1 m
0.5 m
0.6 m
CH E
CH 8
BH10
CH D
BH9
TH 15TH 6
