ibi group - london.ca · ibi group. 203 – 350 oxford street west london on n6h 1t3 canada tel 519...
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IBI GROUP
203 – 350 Oxford Street West
London ON N6H 1T3 Canada
tel 519 472 7328 fax 519 472 9354
ibigroup.com
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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INVERT
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SANITARY
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SEWER
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STATION
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CONSTRUCTION
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DATE
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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TALBOT STREET
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J:\108704-TalbotSt\5.9 Drawings\Civil\current\DwgSet\TalbotSt PP.dwg
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250
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249
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248
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247
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246
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245
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244
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243
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243
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244
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245
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246
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247
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248
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249
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250
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TALBOT STREET (SOUTH) CONSTRUCTION
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108704
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PP-01
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2018 INFRASTRUCTURE RENEWAL PROGRAM
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TALBOT STREET
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TalbotSt PP.dwg
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FROM STA 0+980 TO 1+120
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1
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ISSUED FOR REVIEW
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2016-10-18
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IBI GROUP
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MWB
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MWB
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SAH
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SAH
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2016-10-11
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FULLARTON ST
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N
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SEE SHEET PP-02
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5m
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0
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2.5
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HORZ - 1 : 250
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VERT - 1 : 50
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0.5
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0
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1m
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242
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242
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NOTE: REFER TO DWG "E-CS 374 SPECIFICATIONS FOR CONCRETE ENCASED P.V.C. DUCT STRUCTURES" FOR ALL NEW HYDRO DUCT INSTALLATIONS.
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LONDON HYDRO DUCT REPAIR NOTE: 1.THE ORIGINAL 16-DUCT STRUCTURE FROM MH585 TO THE ORIGINAL 16-DUCT STRUCTURE FROM MH585 TO MH589 WAS CONTINUOUS BETWEEN THE TWO MANHOLES. 2.PREVIOUSLY, TWO OF THE DUCTS HAD BEEN REDIRECTED PREVIOUSLY, TWO OF THE DUCTS HAD BEEN REDIRECTED TO THE NOW REMOVED PADMOUNT TRANSFORMER TE 4852. 3.AT THE LOCATION WHERE THE TWO DUCTS HAVE BEEN AT THE LOCATION WHERE THE TWO DUCTS HAVE BEEN REDIRECTED, THE CONTRACTOR SHALL EXPOSE AND REMOVE THE CONCRETE ENVELOPE AROUND THE TWO DUCTS AND RECONNECT THE NORTH-SOUTH DUCTS PER THE ORGINAL STATE. 4.MH585 REQUIRES REMOVAL OF THE GROUTING ON THE MH585 REQUIRES REMOVAL OF THE GROUTING ON THE TWO DUCTS WHICH ARE BEING RECONNECTED.
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1.5 ASPHALT SW
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1.5 TEMPORARY ASPHALT SW
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90% DESIGN SUBMISSION
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2018-02-01
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IBI GROUP
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2
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SANITARY PDC NOTES: 1.EXISTING SAN PDC's ON THE WEST SIDE OF TALBOT ST EXISTING SAN PDC's ON THE WEST SIDE OF TALBOT ST BETWEEN FULLARTON & DUFFERIN (100 FULLARTON SITE DEVELOPMENT) ARE TO BE CUT & CAPPED WITHIN THE LIMITS OF THE WATERMAIN TRENCH.
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ISSUED FOR ECA SUBMISSION
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2018-02-13
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IBI GROUP
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3
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200 PVC WATER SERVICE TO BE COORDINATED WITH PLANNED DEVELOPMENT
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200 PVC WATER SERVICE TO BE COORDINATED WITH PLANNED DEVELOPMENT
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CICB
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CB
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CB
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CB
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45° BENDS
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300x200 REDUCER
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STMH
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300x200 TEE
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300x150 TEE
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300x200 TEE
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WV
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WV
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WV
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BH-101
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BH-102
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R=7.5
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EX 12-100mm DUCTS 4-127mm DUCTS
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INSTALL NEW UNDERGROUND 8-100mm HYDRO DUCT STRUCTURE CONNECTING MH585 AND MH589
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R=7.5
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INSTALL HYDRO UV-200 MH1270 (SEE DWG E-CS 427 SHEET 3) 8-DUCT STRUCTURES E&W TO TIE-IN TO EXISTING DUCT, MAINTAIN BY-PASS STRUCTURE
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INSTALL NEW UNDERGROUND 12-100mm HYDRO DUCT STRUCTURE.
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WV
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WV
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WV
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CONNECT TO EXISTING 200 PVC WM. RESTRAIN PER COL STANDARDS.
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REPLACE 150 DI WATER SERVICE WITH 150 PVC. RESTRAIN PER COL STANDARDS
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FH
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WV
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300x200 TEE
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150 PVC WM
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581
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195
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585
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589
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TE 4852 (REMOVED BY OTHERS)
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MN 120
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MN 501
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MN 500
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MN 490
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MN 140
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T/SLOPE
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B/SLOPE
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GARDEN
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GARDEN
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GARDEN
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55.9-375 SA
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76.4-250 SA-0.58%%%
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52.4-375 SA-0.55%%%
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61.0-375 SA-0.55%%%
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84.4-750 ST-0.75%%%
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40.3-750 ST-1.04%%%
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78.4-900 ST-0.95%%%
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LHMH
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50 GM
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200 PVC WM
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150 CI WM
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50 CI WM
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CONC CURB
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CONC CURB
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ASPHALT PARKING LOT
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ASPH
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ASPH
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80.1-300 ST
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101.1-250 SA
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200 DI WM
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16.0-750 ST-1.42%%%
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LHUC
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100 WM (ABAND)
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15.9-375 SA-0.63%%%
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375 SA (ABAND)
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375 SA (ABAND)
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BT/TVUC
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300 ST
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300 ST
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200 SA
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150 SA
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7.2-750 ST-1.10%
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4.2-375 SA-0.65%
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ASPHALT DRIVE
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ASPHALT DRIVE
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CONC
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BRICK
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EX. CONC SW
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EX. CONC SW
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BRICK
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ASPHALT
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BRICK DRIVE
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EX. CONC SW
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EX. CONC SW
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METAL GRATES
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METAL GRATE
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BT/TVUC
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LHUC
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BT/TVUC
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LHUC
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LHUC
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LHUC
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BTUC
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BT/TVUC
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50 GM
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100 GM
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LHUC
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50 GM
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LHUC
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LHUC
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50 GM
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BTUC
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100 GM
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100 GM
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BTUC
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LHUC
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GV
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GV
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GV
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GV
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LHUC
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LHUC
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LHUC
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LHUC
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BT/TVUC
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200 PVC WM
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EX 12-100mm DUCTS 4-127mm DUCTS
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EXISTING LHUC DUCT TO BE REPAIRED. SEE DUCT REPAIR NOTES 1, 2, & 3.
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15.5m-300 STM - 1.0% TO BE COORDINATED WITH PLANNED DEVELOPMENT
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SAN INSPECTION MH TO BE COORDINATED WITH PLANNED DEVELOPMENT
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5.1m-200 SAN-2.0% TO BE COORDINATED WITH PLANNED DEVELOPMENT
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200 PVC WATER SERVICE TO BE COORDINATED WITH PLANNED DEVELOPMENT
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ALL SANITARY PDC'S ON TALBOT STREET BETWEEN FULLARTON AND KENT (WEST SIDE) TO BE LOCATED, CUT AND CAPPED AT THE PROPERTY LINE AS PART OF SITE PLAN DEVELOPMENT
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PM
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PM
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PM
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CB
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EX CB
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WV
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FH
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SEE LONDON HYDRO DUCT REPAIR NOTE 4.
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CONNECT EXISTING 750 ST TO ST5. BENCH TO SUIT.
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3.0 HYDRO DUCT STUB 12-100mm FLAT 2x6 CONFIGURATION
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EXISTING PROFILE
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PROPOSED CROWN
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Enc WL
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15
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9
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16
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16
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14
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8
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ASPHALT
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FILL, gravelly sand,
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trace silt, crushed;
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brown
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FILL, gravelly sand,
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some silt, with cobbles;
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brown
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FILL, sand, trace silt;
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brown; compact
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FILL, silty clay, with
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sand layers; brown; stiff
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(SP) SAND, trace silt;
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brown; compact
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(CL) SILTY CLAY, some
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sand; brown; stiff
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(ML) SANDY SILT,
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some clay; grey; loose
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Blows/0.3m
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BH-101
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24
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21
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14
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13
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16
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10
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ASPHALT
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FILL, gravelly sand,
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trace silt, crushed;
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brown
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FILL, gravelly sand,
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some silt, with cobbles;
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brown; compact
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(SP) SAND, trace silt;
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brown; compact
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(CL) SILTY CLAY, some
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sand; brown; stiff
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(ML) SILT, some sand,
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some clay; grey;
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compact
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Blows/0.3m
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BH-102
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HYDRANT TEE
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45%%D BEND
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45%%D BEND
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300X200 REDUCER
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300x200 TEE
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300 VALVE
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LHMH1270
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(APPROX.)
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CB T/G= 247.65
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CB T/G =247.83
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CB T/G =248.66
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EX HYDRO DUCTS (APPROX)
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EX BTUC (APPROX)
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300x150 TEE
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300x200 TEE
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PROPOSED 12-100mm HYDRO DUCT (WEST) - PROVIDE 1.1m COVER
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PROPOSED 8-100mm HYDRO DUCT (EAST) (ELEVATION TO MATCH EXISTING DUCT)
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EX HYDRO DUCT (EAST) (APPROX.)
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LHMH585
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LHMH581
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PROPOSED 12-100mm HYDRO DUCT STUB (FLAT 2x6 CONFIGURATION)
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LHMH589
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300x200 TEE
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CB T/G =248.54
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(APPROX.)
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LH DUCT CROSSING (APPROX.)
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245.00S 245.22E 245.05N
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245.62S 245.63N
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244.35S 245.10E
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245.12W 245.21N
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244.70S 244.75N
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244.66S 244.68N
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244.56S 244.58E 244.58N
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246.23
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246.21
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245.90
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245.95
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246.38
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1+014.5
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1+035.9
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1+087.4
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243.96W 245.96E 244.10N
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EX 150 CI WM
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EX 200 PVC WM
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LEGEND
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CIVIL SIDEWALK - SEE C.O.L. STANDARD DRAWINGS SR-1.0 & SR-1.1 LANDSCAPE CONCRETE PAVING - SEE LANDSCAPE PLANS TREE TRENCHES - SEE LANDSCAPE PLANS CONCRETE DRIVEWAY APRONS
IBI GROUP
203 – 350 Oxford Street West
London ON N6H 1T3 Canada
tel 519 472 7328 fax 519 472 9354
ibigroup.com
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EXISTING PROFILE
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PROPOSED CROWN
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12
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11
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10
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20
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50
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63
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ASPHALT
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FILL, gravelly sand,
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trace silt, crushed;
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brown
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FILL, gravelly sand,
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some silt, with cobbles;
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brown
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FILL, sand, trace silt,
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trace gravel; brown;
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compact
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(SP) SAND, trace silt;
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brown; compact to very
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dense
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Blows/0.3m
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BH-103
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300 VALVE
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FIBRE OPTIC LOCATION (APPROX)
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CB T/G W=249.37
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CB T/G E=249.29
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CB T/G W=249.65
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HYDRANT TEE
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300x200 TEE
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300x200 TEE
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300x150 TEE
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11¼ BEND¼ BEND° BEND
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11¼ BEND¼ BEND° BEND
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300x150 TEE
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300 VALVE
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LHMH589
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(APPROX.)
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(APPROX.)
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CB T/G E=249.32
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CB T/G E=249.66
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LH DUCT CROSSING (APPROX.)
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BTUC LOCATION (APPROX)
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300x150 TEE
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247.47N
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246.98S 246.94W 246.94E
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246.32S 245.71E 245.67W 246.12N
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246.20S 246.25N
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245.77S 245.80N
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247.31S 247.23N
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246.80W
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246.27S 246.27E
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245.39S 245.69E 245.40N
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247.38
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247.23
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247.32
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248.02
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248.21
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1+131.1
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1+148.8
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1+213.4
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1+257.3
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1+160.8
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1+201
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1+272.6
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EX 300 PVC WM
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LEGEND
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CIVIL SIDEWALK - SEE C.O.L. STANDARD DRAWINGS SR-1.0 & SR-1.1 LANDSCAPE CONCRETE PAVING - SEE LANDSCAPE PLANS TREE TRENCHES - SEE LANDSCAPE PLANS CONCRETE DRIVEWAY APRONS
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CICB
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CICB
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BH-103
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WV
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2-300x200 TEE
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FH
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200 WV
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45°
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WV
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WV
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CB LEAD TO BE INSULATED PER W-CS 68
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WV
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WV
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WV
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CONNECT TO EXISTING 300 WV. RESTRAIN PER COL STANDARDS.
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WV
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WV
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2-11.5° BENDS
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CONNECT TO EXISTING 200 DI. WM. RESTRAIN PER COL STANDARDS
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WV
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WV
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589
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MN 505
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MN 513
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MN 529
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MN 531
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MN 535
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MN 537
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MN 106
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MN 545
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MN 547
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MN 551
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MN 544
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MN 520
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GARDEN
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GARDEN
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GARDEN
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GARDEN
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GARDEN
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GARDEN
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GARDEN
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GARDEN
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GARDEN
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WIF
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WIF
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BK. R.W.
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CON. R.W.
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CON. R.W.
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CON. R.W.
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CON. R.W.
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70.2-375 SA-0.50%%%
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58.5-375 SA-0.69%%%
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66.5-400 SA-0.49%%%
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115.7-300 SA-0.46%%%
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48.1-250 SA-0.99%%%
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63.3-450 ST-0.74%%%
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37.8-825 ST-0.66%%%
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106.3-750 ST-0.49%%%
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87.2-450 ST
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BTUC
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LHUC (ABAND)
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150 PVC WM
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100 PVC WM
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200 DI WM
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100 CI WM
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200 DI WM
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BT/TVUC
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200 DI WM
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48.4-200 SA
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375 SA (ABAND)
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150 PVC WM
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375 SA (ABAND)
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100 WM (ABAND)
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115.8-900 ST-1.30%%%
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300 PVC WM
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13.9-450 ST-2.02%%%
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50 GM
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300 ST
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GARDEN
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8.8-375 SA - 0.93%
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BT/TVUC
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ASPHALT DRIVE
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ASPHALT PARKING
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BRICK SW
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GRAVEL DRIVE
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CONC CURB
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ASPHALT DRIVE
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CONCRETE WALK
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BRICK
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GARDEN
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CONCRETE STEPS
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EX. CONCRETE SIDEWALK
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EX. CONCRETE SIDEWALK
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BRICK
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CONCRETE STEPS
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BRICK
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BRICK
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EX. CONCRETE SIDEWALK
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BRICK
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BRICK
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CONC SW
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ASPHALT
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CURB
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BRICK SW
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BRICK SW
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BTUC
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100 GM
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100 GM
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LHUC
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LHUC
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50 GM
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BT/TVUC
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BTUC
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LHUC
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50 GM
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50 GM
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100 GM
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LHUC
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LHUC
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100 GM
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50 GM
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LHUC
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BT/TVUC/FO
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BTUC
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BTUC
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BTUC/TVUC/FO
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BTUC
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50 GM
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LHUC
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100 GM
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BTUC
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BT/TVUC
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BTUC
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BTUC
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BT/TVUC
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100 GM
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BTUC
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BT/TVUC/FO
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LHUC (ABAND)
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GV
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LHUC
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LHUC
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LHUC
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BTUC
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BTUC
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CONNECT TO EXISTING 200 DI. WM. RESTRAIN PER COL STANDARDS
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PM
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WV
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CB
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CB
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CB
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RELOCATE HYDRANT OUT OF GARDEN, ADJUSTED TO GRADE
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45°
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REPLACE EXISTING 150 DI. WATER SERVICE TO PL WITH 150 PVC. RESTRAIN PER COL STANDARDS
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FH
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LH GUY ANCHORS TO BE RELOCATED BY OTHERS
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WV
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CONNECT EXISTING 450 ST TO ST4, BENCH TO SUIT
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R=7.5
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R=7.5
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R=7.5
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R=7.5
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R=7.5
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R=8.5
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CB
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ABAND F/O
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CONNECT ST3 TO EXISTING 825 ST. BENCH TO SUIT.
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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SHEET No.
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PROJECT No.
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PLAN FILE No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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CONSULTANT OR DIVISION
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REVISIONS
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No.
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DATE
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CONSTRUCTED SERVICES
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COMPLETION
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DRAWING #, SOURCE
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EXISTING SERVICES
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DETAILS
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DESIGN
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DRAWN BY
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CHECKED
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DATE
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APPROVED
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INVERT
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SANITARY
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SEWER
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STATION
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CONSTRUCTION
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DATE
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ELEVATION
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C/L
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WATERMAIN
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INVERT
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STORM
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SEWER
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INVERT
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SANITARY
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SEWER
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STATION
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TALBOT STREET
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J:\108704-TalbotSt\5.9 Drawings\Civil\current\DwgSet\TalbotSt PP.dwg
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TALBOT STREET (SOUTH) CONSTRUCTION
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108704
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PP-02
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2018 INFRASTRUCTURE RENEWAL PROGRAM
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TALBOT STREET
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TalbotSt PP.dwg
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FROM 1+120 TO 1+300
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1
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IBI GROUP
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SAH
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DUFFERIN AVE
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N
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251
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250
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249
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248
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247
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246
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245
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244
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244
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245
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246
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247
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248
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249
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250
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251
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KENT ST
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SEE SHEET PP-01
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5m
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0
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2.5
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HORZ - 1 : 250
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VERT - 1 : 50
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0.5
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0
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1m
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ISSUED FOR REVIEW
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2016-10-18
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MWB
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MWB
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SAH
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2016-10-11
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243
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243
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SEE SHEET PP-03
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SEE SHEET PP-03
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90% DESIGN SUBMISSION
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2018-02-01
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IBI GROUP
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2
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ISSUED FOR ECA SUBMISSION
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2018-02-13
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IBI GROUP
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3