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TRANSCRIPT
ISSUED FOR TENDER MAY 13, 2020
London, Ontario 519.673.0510
M ALEY D AM R EHABILITATION
PN 60593486
DRAWING INDEX
CT-1
S-1
S-2
S-3
S-4
S-5
S-6
SITE PLAN
GENERAL ARRANGEMENT
PLAN BELOW WALKWAY
SECTIONS
SECTION AND DETAIL
SECTIONS
MISCELLANEOUS DETAILS
CT-2 HYDRO PLAN
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DATE: 5/6/2020 10:24:31 AM5/6/2020 10:24:31 AM
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DRAWING FILE: O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-CovO:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-Cov
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Conservationonservationnservationrvationvationtion
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Sudburyudburydburyuryy
MALEY
RESERVOIR
73 73
73
66
CT-1
THIS DRAWING HAS BEEN PREPARED FOR USE OF AECOM'S
CLIENT AND MAY NOT BE USED, REPRODUCED OR RELIED
UPON BY THIRD PARTIES, EXCEPT AS AGREED BY AECOM
AND ITS CLIENT, AS REQUIRED BY LAW OR FOR USE BY
GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO
RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER,
TO ANY PARTY THAT MODIFIES THIS DRAWING WITHOUT
AECOM'S EXPRESS WRITTEN CONSENT. DO NOT SCALE THIS
DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED FROM
STATED DIMENSIONS.
NOTE :
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CANADIAN NATIONAL RAILWAY
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NATIONAL ST.
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MALEY DR.
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SPRINGDALE CR.
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COVEWOOD CR.
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LANDREVILLE DR.
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LANSING AVE.
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TIMBERWOLF GOLF CLUB
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BARRY DOWNE RD.
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MALEY CONSERVATION AREA
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O'NEIL DR. W
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ROBERT ST.
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ALICE ST.
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OLD FALCONBRIDGE HWY
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MALEY DAM
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BENITA BLVD.
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ROBIN ST.
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JUNCTION
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CREEK
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CONTRACTOR'S LAYDOWN AREA
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SITE TRAILER
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WEST ACCESS ROAD
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EAST ACCESS ROAD
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-
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SITE PLAN
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DATE: 3/13/2020 9:54:50 AM3/13/2020 9:54:50 AM
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DRAWING FILE: O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-CT1O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-CT1
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5. All sanitary sewer connections are 100mm PVC SDR28
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unless otherwise noted.
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6. All sanitary and storm sewer elevations are inverts
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unless otherwise noted.
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DISCLAIMER OF WARRANTY: The data is provided "as is", without warranty of any kind either
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expressed or implied. Any and all liabilities for damage, direct or indirect, however caused, and
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resulting in any way by use of the supplied data is the full and final responsibility of the user.
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DWG NAME / FILE NO:
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COPYRIGHT: All rights are reserved. No part of the supplied data may be reproduced, or
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transmitted to others, in any form or by any means, without the prior written
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permission of the CITY OF GREATER SUDBURY.
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NOTES: 1. All dimensions are in metres unless otherwise noted.
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2. denotes buildings plotted from O.L.S. Plan.
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3. denotes basement floor elevation, with house number.
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4. All water connections are 20mm Cu, unless otherwise noted.
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*
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DATE
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DETAILS
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BY
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- ALL UTILITIES ARE NOT
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NECESSARILY SHOWN ON THIS
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DRAWING.
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- WHERE UTILITIES ARE SHOWN,
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LOCATIONS ARE NOT
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GUARANTEED
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- LOCATION & SIZE OF ALL
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UTILITIES MUST BE VERIFIED
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IN THE FIELD.
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DRAWN:
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DATE:
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CHECKED:
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DESIGNED:
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ENGINEER:
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APPROVED:
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SCALE:
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CONTRACT NO.:
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NUMBER:
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PAGE NO.:
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CITY OF GREATER SUDBURY
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CAD/FILE
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OF
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AS SHOWN
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-
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J.P.
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B.K.
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J.P.
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T.G.
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MARCH 2020
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London, Ontario 519.673.0510
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STRUCTURAL
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SUDBURY AREA
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REHABILITATION
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MALEY DAM
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8
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K.T.
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A
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T
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J. PUCCHIO
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05/11/2020
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2020 05 13
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ISSUED FOR TENDER
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J.P.
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N
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RAILWAY
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JUNCTION
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CREEK
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CANADIAN
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M R 66
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NATIONAL
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RAILWAY
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M R 86
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NATIONAL
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CANADIAN
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KEY PLAN
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MALEY
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DRIVE
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M R 73
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BARRY DOWNE ROAD
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LASALLE BLVD
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M R 71
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FALCONBRIDGE HWY
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SITE PLAN
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N. T. S.
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MALEY DAM
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FOR NOTES SEE DRAWING CT-2.
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1.
Kennedy, Brenan
Text Box
MAY 2020
Kennedy, Brenan
Text Box
B.K.
Kennedy, Brenan
Text Box
20-01
MALEY
RESERVOIR
MALEY
DAM
4
9
5
8
24
8
4
3
7
7
5
4A
622
4
3
MALEY DRIVE
6
25
6
CT-2
SITE TRAILER AND LAYDOWN AREA :
SITE ACCESS :
HYDRO INFRASTRUCTURE :
REFERENCE DRAWINGS :
LEGEND :
THIS DRAWING HAS BEEN PREPARED FOR USE OF AECOM'S
CLIENT AND MAY NOT BE USED, REPRODUCED OR RELIED
UPON BY THIRD PARTIES, EXCEPT AS AGREED BY AECOM
AND ITS CLIENT, AS REQUIRED BY LAW OR FOR USE BY
GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO
RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER,
TO ANY PARTY THAT MODIFIES THIS DRAWING WITHOUT
AECOM'S EXPRESS WRITTEN CONSENT. DO NOT SCALE THIS
DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED FROM
STATED DIMENSIONS.
TEMPORARY USE AREA WITH HYDRO ONE LAND :
4
25
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CONTRACTOR'S LAYDOWN AREA (SEE NOTES)
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O/H
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SITE TRAILER
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WEST ACCESS ROAD
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STRUCTURE
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BUILDING
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CANADIAN NATIONAL RAILWAY
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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HYDRO ONE TRANSMISSION
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HYDRO ONE TRANSMISSION
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EX. ELECTRICAL BOX
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EAST ACCESS ROAD
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HYDRO BUFFER 15m (TYP.)
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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FENCE
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FENCE
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JUNCTION
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CREEK
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LANSING
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AVE.
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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CONSTRUCT ROAD ACCESS EXTENSION (6.1m MIN. CLEARANCE TO O/H WIRES TO EAST)
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O/H
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O/H
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O/H
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-
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HYDRO PLAN
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DATE: 3/17/2020 1:20:33 PM3/17/2020 1:20:33 PM
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DRAWING FILE: O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-CT2O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-CT2
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N
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RAILWAY
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JUNCTION
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CREEK
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CANADIAN
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M R 66
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NATIONAL
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RAILWAY
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M R 86
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NATIONAL
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CANADIAN
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KEY PLAN
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MALEY
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DRIVE
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M R 73
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BARRY DOWNE ROAD
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LASALLE BLVD
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M R 71
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FALCONBRIDGE HWY
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P L A N
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N. T. S.
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MALEY DAM
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THE CONTRACTOR IS PERMITTED ONE AREA FOR A SITE TRAILER (20m x 6m), ON WEST SIDE AND ONE AREA FOR A LAYDOWN AREA (30m x 15m), ON EAST SIDE, PREPARED AS INDICATED BELOW.
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1.
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THE CONTRACTOR SHALL UTILIZE THE EAST ACCESS AND EAST LAYDOWN AREA FOR DAILY PARKING AND MATERIAL STORAGE REQUIREMENTS. THE WEST ACCESS ROAD SHALL ONLY BE UTILIZED FOR LARGE PERIODIC DELIVERIES TO THE DAM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EACH ACCESS ROAD FOR THE DURATION OF CONSTRUCTION.
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1.
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THE CONTRACTOR IS NOTIFIED THAT THE AREA EAST OF THE DAM IS OWNED BY HYDRO ONE, AND THERE IS EXTENSIVE INFRASTRUCTURE INCLUDING HYDRO TOWERS AND OVERHEAD LINES.
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1.
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MAINTAIN A 15m BUFFER FROM EACH LEG OF TOWER AROUND ALL HYDRO ONE INFRASTRUCTURE TO CONSTRUCTION EQUIPMENT AND ACTIVITIES AT ALL TIMES. VEHICLES DRIVING ON THE EAST ACCESS ROAD ARE PERMITTED TO CROSS THE EXCLUSION ZONE WHILE STAYING ON THE ROAD.
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3.
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EXISTING DETAILS OF HYDRO FEATURES HAVE BEEN DERIVED FROM DRAWINGS BY TULLOCH, FILE 192226 DATED 2019.
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EXCAVATE TO A DEPTH OF 300mm AND PLACE 300mm OF COMPACTED GRANULAR 'A'. LEVEL THE PAD AND SLOPE SIDES TO 3:1 AS REQUIRED.
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2.
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NO LARGE TRUCK OR TRAILER PARKING IS PERMITTED IN LAYDOWN AREA OVERNIGHT.
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3.
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LAYDOWN AREA TO BE RESTORED TO PRE-CONSTRUCTION CONDITION ONCE PROJECT IS COMPLETED.
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4.
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FLAMMABLE OR HAZARDOUS MATERIALS MAY NOT BE STORED WITHIN HYDRO ONE RIGHT OF WAY.
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5.
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ACCESS ROADS SHALL BE KEPT CLEAR AT ALL TIMES.
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2.
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OVERHEAD HYDRO WIRES
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O/H
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PROPERTY LINE (HYDRO ONE R.O.W.)
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HYDRO POLE AND ANCHOR
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HYDRO MAINTENANCE AND CONSTRUCTION EXCLUSION ZONE
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EXISTING ACCESS ROAD
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CONSTRUCT ACCESS ROAD EXTENSION AND MODIFICATIONS PRIOR TO START OF DAM REHABILITATION.
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3.
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5. All sanitary sewer connections are 100mm PVC SDR28
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unless otherwise noted.
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6. All sanitary and storm sewer elevations are inverts
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unless otherwise noted.
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DISCLAIMER OF WARRANTY: The data is provided "as is", without warranty of any kind either
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expressed or implied. Any and all liabilities for damage, direct or indirect, however caused, and
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resulting in any way by use of the supplied data is the full and final responsibility of the user.
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DWG NAME / FILE NO:
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COPYRIGHT: All rights are reserved. No part of the supplied data may be reproduced, or
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transmitted to others, in any form or by any means, without the prior written
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permission of the CITY OF GREATER SUDBURY.
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NOTES: 1. All dimensions are in metres unless otherwise noted.
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2. denotes buildings plotted from O.L.S. Plan.
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3. denotes basement floor elevation, with house number.
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4. All water connections are 20mm Cu, unless otherwise noted.
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*
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R
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E
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DATE
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DETAILS
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BY
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- ALL UTILITIES ARE NOT
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NECESSARILY SHOWN ON THIS
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DRAWING.
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- WHERE UTILITIES ARE SHOWN,
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LOCATIONS ARE NOT
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GUARANTEED
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- LOCATION & SIZE OF ALL
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UTILITIES MUST BE VERIFIED
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IN THE FIELD.
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DRAWN:
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DATE:
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CHECKED:
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DESIGNED:
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ENGINEER:
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APPROVED:
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SCALE:
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CONTRACT NO.:
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NUMBER:
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PAGE NO.:
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CITY OF GREATER SUDBURY
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CAD/FILE
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OF
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AS SHOWN
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-
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J.P.
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B.K.
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J.P.
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T.G.
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MARCH 2020
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London, Ontario 519.673.0510
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STRUCTURAL
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SUDBURY AREA
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REHABILITATION
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MALEY DAM
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8
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K.T.
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A
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J. PUCCHIO
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05/11/2020
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2020 05 13
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ISSUED FOR TENDER
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J.P.
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INSTALL WARNING SIGNAGE ON ACCESS ROADS BELOW ALL POWER LINES AND IN ACCORDANCE WITH OHSA REQUIREMENTS.
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4.
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AREA 2
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AREA 3
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AREA 1
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AREA 4
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-WORKER ACCESS, MATERIAL DELIVERY, WORKER ACCESS, MATERIAL DELIVERY, GENERAL TRANSPORTATION OF EQUIPMENT AND DELIVERY AND LIMITED DAILY PARKING NEAR DAM
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-SEE BELOW FOR TEMPORARY MODIFICATIONS SEE BELOW FOR TEMPORARY MODIFICATIONS (AREA 4)
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-LAYDOWN AREA (30m x 15m)LAYDOWN AREA (30m x 15m)(30m x 15m)
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-CONTRACTOR MATERIALS AND EQUIPMENT CONTRACTOR MATERIALS AND EQUIPMENT STORAGE
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-MAXIMUM STORAGE HEIGHT - 2.13mMAXIMUM STORAGE HEIGHT - 2.13m
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-DAM REHABILITATION WORK AREA INCLUDING DAM REHABILITATION WORK AREA INCLUDING CONCRETE REPAIRS, PROTECTIVE COATING, TEMPORARY MATERIALS STAGING, COFFERDAM, LOCALIZED DEWATERING AND IN-WATER WORK
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-4.5m WIDE WITH 200 GRAN. 'A' SURFACE4.5m WIDE WITH 200 GRAN. 'A' SURFACE
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-TEMPORARY ACCESS ROAD EXTENSION AND TEMPORARY ACCESS ROAD EXTENSION AND MODIFICATIONS
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-PROVIDE OBSTRUCTION OR FILL MATERIAL AT PROVIDE OBSTRUCTION OR FILL MATERIAL AT TOWERS 7 AND 8 ON EXISTING ROAD TO DETER USAGE
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-6.1m MINIMUM CLEARANCE TO OVERHEAD 6.1m MINIMUM CLEARANCE TO OVERHEAD WIRES TO THE EAST
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-EXISTING ACCESS ROAD TO THE EAST SHALL EXISTING ACCESS ROAD TO THE EAST SHALL NOT BE USED
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THE CONTRACTOR IS NOTIFIED THAT THE ENTIRE EAST ACCESS ROAD AND LAYDOWN AREA IS LOCATED ON HYDRO ONE RIGHT-OF-WAY, AND SUBJECT TO HYDRO ONE ACCESS AGREEMENT.
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2.
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INSTALL A HEAVY DUTY PAD LOCK (LOOPED WITH EXISTING) AT EXISTING GATE TO EAST SIDE.
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4.
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NUMERICAL IDENTIFIER FOR HYDRO STRUCTURES
Kennedy, Brenan
Text Box
MAY 2020
Kennedy, Brenan
Text Box
B.K.
Kennedy, Brenan
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20-01
3 4
1 2 3 4
1 2
5
4
5
6
3
7
2 3 4 8
2 3 4 8
7 3
S-1
THIS DRAWING HAS BEEN PREPARED FOR USE OF AECOM'S
CLIENT AND MAY NOT BE USED, REPRODUCED OR RELIED
UPON BY THIRD PARTIES, EXCEPT AS AGREED BY AECOM
AND ITS CLIENT, AS REQUIRED BY LAW OR FOR USE BY
GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO
RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER,
TO ANY PARTY THAT MODIFIES THIS DRAWING WITHOUT
AECOM'S EXPRESS WRITTEN CONSENT. DO NOT SCALE THIS
DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED FROM
STATED DIMENSIONS.
CONSTRUCTION NOTES :
MATERIAL NOTES :
SCOPE OF WORK :
REFERENCE PLANS :
1
2
3
4
5
ABBREVIATIONS :
6
7
8
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DAM
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EL. 270.358
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1
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1 : 150
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SECTION
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GUARDRAIL (EACH SIDE)
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GATE
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APPROXIMATE SURFACE OF BEDROCK
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PIER
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EL. 273.406
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EL. 267.663
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W.L.
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W.L.
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WALKWAY WITH GUARDRAIL (EACH SIDE)
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DIVIDING WALL
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1
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DAM
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LIMIT OF CHANNEL RIP RAP
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CONTROL BUILDING (NOTE 6)
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BRACING WALL
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400 PIPE OUTLET
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ACCESS TO SITE FROM MALEY DRIVE
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RIP RAP (TYP.)
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FLOW
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UPSTREAM
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DOWNSTREAM
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PIER 1
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PIER 2
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PIER 3
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BAFFLE BLOCK
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MALEY RESERVOIR
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TO JUNCTION CREEK
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CONC. APRON
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PIER (TYP.)
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HP
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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O/H
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GATE No. 1
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GATE No. 2
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GATE No. 3
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GATE No. 4
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GUARD (TYP.)
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GUARD (TYP.)
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-
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GENERAL ARRANGEMENT
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DATE: 3/9/2020 12:10:06 PM3/9/2020 12:10:06 PM
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DRAWING FILE: O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S1O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S1
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5. All sanitary sewer connections are 100mm PVC SDR28
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unless otherwise noted.
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6. All sanitary and storm sewer elevations are inverts
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unless otherwise noted.
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DISCLAIMER OF WARRANTY: The data is provided "as is", without warranty of any kind either
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expressed or implied. Any and all liabilities for damage, direct or indirect, however caused, and
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resulting in any way by use of the supplied data is the full and final responsibility of the user.
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DWG NAME / FILE NO:
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COPYRIGHT: All rights are reserved. No part of the supplied data may be reproduced, or
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transmitted to others, in any form or by any means, without the prior written
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permission of the CITY OF GREATER SUDBURY.
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NOTES: 1. All dimensions are in metres unless otherwise noted.
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2. denotes buildings plotted from O.L.S. Plan.
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3. denotes basement floor elevation, with house number.
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4. All water connections are 20mm Cu, unless otherwise noted.
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*
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DATE
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DETAILS
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BY
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- ALL UTILITIES ARE NOT
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NECESSARILY SHOWN ON THIS
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DRAWING.
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- WHERE UTILITIES ARE SHOWN,
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LOCATIONS ARE NOT
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GUARANTEED
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- LOCATION & SIZE OF ALL
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UTILITIES MUST BE VERIFIED
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IN THE FIELD.
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DRAWN:
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DATE:
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CHECKED:
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DESIGNED:
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ENGINEER:
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APPROVED:
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SCALE:
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CONTRACT NO.:
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NUMBER:
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PAGE NO.:
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CITY OF GREATER SUDBURY
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CAD/FILE
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OF
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AS SHOWN
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-
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J.P.
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B.K.
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J.P.
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T.G.
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MARCH 2020
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London, Ontario 519.673.0510
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STRUCTURAL
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SUDBURY AREA
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REHABILITATION
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MALEY DAM
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8
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K.T.
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A
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J. PUCCHIO
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05/11/2020
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2020 05 13
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ISSUED FOR TENDER
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J.P.
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THE CONTRACTOR MAY UTILIZE THE SLOPED EMBANKMENTS AT THE NORTHEAST AND SOUTHEAST CORNERS FOR ACCESS TO DOWNSTREAM SIDE OF DAM. RAILINGS ON THE WINGWALLS SHALL BE TEMPORARILY REMOVED AS REQUIRED, AND REINSTATED FOLLOWING THE WORK. SECTIONS OF RAILINGS DAMAGES DURING CONSTRUCTION SHALL BE REPLACED. TEMPORARY PROTECTION MEASURES MUST BE INSTALLED WHENEVER RAILINGS ARE REMOVED AND TO PREVENT ACCESS TO WORK PLATFORMS.
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1.
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THE CONTRACTOR SHALL UNDERTAKE PROCEDURES FOR COLD WEATHER CONCRETE CONSTRUCTION FOR WORK COMPLETED IN THE FALL AND WINTER MONTHS, INCLUDING HEATING AND HOARDING OF THE ENCLOSURES AS REQUIRED.
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2.
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WATER LEVELS DOWNSTREAM OF THE MALEY DAM WILL VARY DURING CONSTRUCTION.
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3.
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ANCHORS INTO CONCRETE USED FOR ACCESS PLATFORMS SHALL BE REMOVED AT THE END OF THE WORK. ANCHORS SHALL BE REMOVED A MINIMUM 25mm BELOW THE SURFACE AND GROUTED.
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4.
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CLASS OF CONCRETE : 30 MPa
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1.
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CLEAR COVER TO REINFORCING STEEL :
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2.
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PATCHES :
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TO MATCH EXISTING REINFORCING STEEL
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REMAINDER :
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50 ± 10 (UNLESS OTHERWISE NOTED)
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REINFORCING STEEL :
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3.
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1.
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REINFORCING STEEL SHALL BE GRADE 400W UNLESS OTHERWISE SPECIFIED.
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2.
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UNLESS SHOWN OTHERWISE, TENSION LAP SPLICES FOR REINFORCING STEEL SHALL BE CLASS B.
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3.
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ALL STRUCTURAL STEEL AND PLATES TO CSA STANDARD G40.21 GRADE 300W.
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DOWELS INTO CONCRETE :
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4.
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1.
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TYPICAL DETAILS :
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15M DOWELS :
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EMBEDMENT = 150mm MINIMUM
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EDGE DISTANCE = 90mm (U.N.O.)
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2.
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HOLE DIAMETER SHALL BE DOWEL DIAMETER + 4mm. MODIFY DIAMETER AS REQUIRED TO SUIT THE SPECIFICATIONS OF THE EPOXY GROUT MANUFACTURER.
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N
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CONSTRUCTION NORTH
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P L A N
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1 : 200
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EXISTING DETAILS OF THE STRUCTURE HAVE BEEN DERIVED FROM DRAWINGS BY M. M. DILLON LIMITED, SUDBURY ONTARIO, DATED OCTOBER 1967.
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REFACE (BUILD-OUT) UPSTREAM SIDE OF DAM INCLUDING DOWELS INTO CONCRETE AND REINFORCING. PROVIDE A CONSTRUCTION JOINT TO MATCH EXISTING CAULKED JOINTS.
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REMOVE EXISTING CAULKING FROM EXISTING JOINTS AND INSTALL WATERSTOP GROUT. INSTALL CAULKING ON EXTERIOR REFACED SURFACE AT SAME LOCATION.
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PREPARE SURFACE AND INSTALL PROTECTIVE COATING.
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REMOVE UNSOUND/DELAMINATED CONCRETE AND PATCH REPAIR. PROVIDE ACCESS TO INSPECT AND PERFORM WORK.
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REMOVE EXISTING JOINT CAULKING SYSTEM AND INSTALL EXPANSION JOINT CAULKING SYSTEM.
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ALUMINUM
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EXISTING
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EXPANSION JOINT
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FIXED
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STATION
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TYPICAL
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WATER LEVEL
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W.L.
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TYP.
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STA
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FIX
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EXP.
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EX.
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CONCRETE
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CONSTRUCTION JOINT
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DRAWING
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ELEVATION (METRES)
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EL.
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DWG.
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C.J.
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CONC.
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ALUM.
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EACH FACE
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UNDERSIDE
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TOP OF
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MINIMUM
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MAXIMUM
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MAX.
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MIN.
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T/
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U/S
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EACH WAY
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TOP AND BOTTOM
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COMPLETE WITH
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JOINT
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JT
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c/w
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T&B
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E.W.
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E.F.
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UNLESS NOTED OTHERWISE
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UNO
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CENTER LINE
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CONTINUOUS
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CON'T
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NOT TO SCALE
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NTS
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REQUIRED
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REQ'D
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DIAMETER
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DIA.
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CONCRETE
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CONC.
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GALVANIZED
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GALV.
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HEIGHT
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HGT
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STAINLESS STEEL
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S.S.
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TRAVEL DISTANCE
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TD
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LOCATIONS FOR THE REMOVAL OF UNSOUND AND DELAMINATED CONCRETE SHALL BE DETERMINED ONSITE WITH THE CONTRACT ADMINISTRATOR.
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5.
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ACCESS TO UNDERSIDE WORK THROUGH CONTROL BUILDING IS NOT PERMITTED.
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6.
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INSTALL TRASH RACK.
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INSTALL STAFF GAUGE.
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REMOVE AND REPLACE EXISTING CAULKING SYSTEM IN VERTICAL JOINTS AND INSTALL EXPANSION JOINT CAULKING SYSTEM.
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CAULKING SHALL BE POLYURETHANE AND 20x20 IN SIZE U.O.N.
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5.
Kennedy, Brenan
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MAY 2020
Kennedy, Brenan
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B.K.
Kennedy, Brenan
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20-01
S-2
THIS DRAWING HAS BEEN PREPARED FOR USE OF AECOM'S
CLIENT AND MAY NOT BE USED, REPRODUCED OR RELIED
UPON BY THIRD PARTIES, EXCEPT AS AGREED BY AECOM
AND ITS CLIENT, AS REQUIRED BY LAW OR FOR USE BY
GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO
RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER,
TO ANY PARTY THAT MODIFIES THIS DRAWING WITHOUT
AECOM'S EXPRESS WRITTEN CONSENT. DO NOT SCALE THIS
DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED FROM
STATED DIMENSIONS.
NOTES :
LEGEND :
DESIGN LOADING :
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WALKWAY WITH GUARDRAIL (ABOVE)
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DIVIDING WALL
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3
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DAM
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CONTROL BUILDING (ABOVE)
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BRACING WALL
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DAM
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FLOW
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UPSTREAM
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DOWNSTREAM
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PLAN - BELOW WALKWAY
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1 : 150
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1
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DWG. S3
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DWG. S4
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(TYP.)
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PIER 1
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PIER 2
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PIER 3
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4
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DWG. S5
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5
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MALEY RESERVOIR
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TO JUNCTION CREEK
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2
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DWG. S3
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DWG. S5
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GATE No. 1
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SLUICEWAY
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INSTALL PROTECTIVE COATING ON PORTION OF ABUTMENT WALL
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INSTALL POLYURETHANE CAULKING AND BACKER ROD IN WALKWAY EXPANSION JOINT (BOTH ENDS)
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TEMPORARY COFFERDAM (DESIGNED BY CONTRACTOR) (NOTE 2)
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INSTALL PROTECTIVE COATING ON PORTION OF ABUTMENT WALL
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ABRASIVE BLAST CLEAN AND RECOAT STEEL STOPLOG GAINS IN SLUICEWAY (DWG. S-4)
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REFACE (BUILD-OUT) THE UPSTREAM FACE OF DAM
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GATE No. 3
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GATE No. 4
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GATE No. 2
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TEMPORARY 1000 DIA. CSP
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INSTALL STAFF GAUGES ON NORTH AND SOUTH ABUTMENTS (NOTE 5)
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INSTALL PROTECTIVE COATING ON DOWNSTREAM
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INSTALL PROTECTIVE COATING ON UPSTREAM AND DOWNSTREAM SIDE OF SLUICEWAY SURFACES
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INSTALL TRASH RACK (DWG. S-6)
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INSTALL PROTECTIVE COATING ON PIERS (TYP.)
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COFFERDAM (DESIGNED BY CONTRACTOR) (NOTE 2)
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2000 WORKING SPACE
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2000± WORKINGSPACE
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2000± WORKINGSPACE
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DAM
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-
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PLAN - BELOW WALKWAY
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DATE: 3/17/2020 12:03:04 PM3/17/2020 12:03:04 PM
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DRAWING FILE: O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S2O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S2
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5. All sanitary sewer connections are 100mm PVC SDR28
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unless otherwise noted.
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6. All sanitary and storm sewer elevations are inverts
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unless otherwise noted.
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DISCLAIMER OF WARRANTY: The data is provided "as is", without warranty of any kind either
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expressed or implied. Any and all liabilities for damage, direct or indirect, however caused, and
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resulting in any way by use of the supplied data is the full and final responsibility of the user.
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DWG NAME / FILE NO:
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COPYRIGHT: All rights are reserved. No part of the supplied data may be reproduced, or
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transmitted to others, in any form or by any means, without the prior written
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permission of the CITY OF GREATER SUDBURY.
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NOTES: 1. All dimensions are in metres unless otherwise noted.
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2. denotes buildings plotted from O.L.S. Plan.
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3. denotes basement floor elevation, with house number.
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4. All water connections are 20mm Cu, unless otherwise noted.
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*
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DATE
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DETAILS
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BY
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- ALL UTILITIES ARE NOT
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NECESSARILY SHOWN ON THIS
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DRAWING.
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- WHERE UTILITIES ARE SHOWN,
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LOCATIONS ARE NOT
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GUARANTEED
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- LOCATION & SIZE OF ALL
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UTILITIES MUST BE VERIFIED
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IN THE FIELD.
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DRAWN:
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DATE:
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CHECKED:
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DESIGNED:
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ENGINEER:
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APPROVED:
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SCALE:
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CONTRACT NO.:
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NUMBER:
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PAGE NO.:
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CITY OF GREATER SUDBURY
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CAD/FILE
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OF
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AS SHOWN
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-
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J.P.
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B.K.
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J.P.
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T.G.
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MARCH 2020
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London, Ontario 519.673.0510
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STRUCTURAL
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SUDBURY AREA
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REHABILITATION
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MALEY DAM
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8
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K.T.
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A
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T
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J. PUCCHIO
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N
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05/11/2020
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2020 05 13
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ISSUED FOR TENDER
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J.P.
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N
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CONSTRUCTION NORTH
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COFFERDAM SYSTEM SHALL BE DESIGNED, CONSTRUCTED AND REMOVED IN ITS ENTIRETY BY THE CONTRACTOR.
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2.
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DESIGN TOP ELEVATION - 268.5m (UPSTREAM).
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ASSUME SLOPING BASE WITH APPROXIMATE ELEVATION OF RANGING BETWEEN 265.3 TO 265.7m ALONG THE UNDERSIDE (APPROXIMATELY 2.5m FROM THE DAM FACE.
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PROVIDE 2m CLEAR SPACE TO FRONT FACE OF DAM AND WINGWALLS.
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MAY BE INSTALLED IN STAGES TO SUIT STAGING OF THE CONCRETE WORK.
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PROVIDE DETAILED WORKING/DESIGN DRAWING SUBMISSION SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF ONTARIO.
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PRIOR TO SUBMISSION OF THE WORKING/DESIGN DRAWING, TAKE SOUNDINGS ALONG THE DAM TO AID IN THE DESIGN OF THE COFFERDAM.
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ACCOMMODATE A 1.0m DIAMETER CSP BYPASS PIPE THROUGH COFFERDAM AT SLUICEWAY.
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PREPARE RESERVOIR BASE FOR COFFERDAM AND DEWATERING EQUIPMENT. DEWATER INTERIOR OF COFFERDAM TO MAINTAIN A DRY WORK AREA. REMOVE ANY OBSTRUCTIONS (DEBRIS AND ROCK) AND OTHER MATERIALS THAT MAY OBSTRUCT CONSTRUCTION AND REDUCE PERFORMANCE OF THE SYSTEM.
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3.
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A COFFERDAM FULLY SUPPORTED ON THE RESERVOIR BOTTOM SHALL CONSIDER THE POTENTIAL FOR SOFTER SILTED MATERIAL ABOVE THE BEDROCK, AND THE ABILITY FOR WATER TO FLOW BELOW THE COFFERDAM THROUGH THE FILL.
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4.
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CONCRETE REMOVALS/REPAIRS
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PROTECTIVE COATING
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FOR GENERAL NOTES, MATERIAL NOTES AND SCOPE OF WORK REFER TO DRAWING S-1.
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PROTECTIVE COATING OUTLINE
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1.
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PROVIDE STAFF GAUGES FROM ELEVATION 271.0m TO 266.0m, WITH INCREMENTAL MARKINGS TO 0.1m, SET TO GEODETIC ELEVATION. LOCATION OF STAFF GAUGES TO BE CONFIRMED WITH CONTRACT ADMINISTRATOR.
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5.
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ICE LOAD 145 kN/m (EQUIVALENT TO MALEY DAM DESIGN FORCE).
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1.
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BRACING TO THE DAM STRUCTURE FOR LATERAL FORCES IS PERMITTED.
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2.
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DESIGN FOR SIGNIFICANT VARIABILITY IN ELEVATION AND THICKNESS OF FILL MATERIAL OVER BEDROCK (0.0m TO 1.0m).
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INSTALL ENVIRONMENTAL EXCLUSION SYSTEM PRIOR TO INSTALLING COFFERDAM.
Kennedy, Brenan
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MAY 2020
Kennedy, Brenan
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B.K.
Kennedy, Brenan
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20-01
S-3
THIS DRAWING HAS BEEN PREPARED FOR USE OF AECOM'S
CLIENT AND MAY NOT BE USED, REPRODUCED OR RELIED
UPON BY THIRD PARTIES, EXCEPT AS AGREED BY AECOM
AND ITS CLIENT, AS REQUIRED BY LAW OR FOR USE BY
GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO
RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER,
TO ANY PARTY THAT MODIFIES THIS DRAWING WITHOUT
AECOM'S EXPRESS WRITTEN CONSENT. DO NOT SCALE THIS
DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED FROM
STATED DIMENSIONS.
LEGEND :
NOTE :
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DAM
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2
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1 : 75
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SECTION
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EX. SLUICEWAY DIVIDING WALL
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EX. BRACING WALL
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1
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1 : 75
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SECTION NORTH ABUTMENT AND RETAINING WALL AS SHOWN
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DAM
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EX. GUARD RAIL (TYP.)
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EX. RETAINING WALL
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INSTALL TRASH RACK (DWG. S-6)
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GUARDRAIL (EACH SIDE)
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EAST
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WEST
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EAST
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WEST
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EL. 270.358
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EX. CONTROL BUILDING
AutoCAD SHX Text
EX. GRADE
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EX. GRADE
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EX. GRADE
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EX. GRADE
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EL. 266.090
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EL. 273.406
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APPROX. SURFACE OF BEDROCK
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EX. GATE LIFT
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EL. 273.406
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EL. 267.663
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SOUTH ABUTMENT AND RETAINING WALL SIMILAR
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EL. VARIES
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W.L.
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APPLY PROTECTIVE COATING
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REMOVE UNSOUND/ DELAMINATED CONC. AND PATCH REPAIR SURFACES (TYP.)
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T/COFFERDAM EL. 268.50
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W.L. EL. VARIES
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CLEAR
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WORKING SPACE
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INSTALL COFFERDAM (DESIGNED BY CONTRACTOR)
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APPLY PROTECTIVE COATING
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REMOVE UNSOUND/ DELAMINATED CONC. AND PATCH REPAIR SURFACES (TYP.)
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EX. ROTATING SPILLWAY GATES
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INSTALL 1300 HIGH COFFERDAM (DESIGNED BY CONTRACTOR)
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REFACE (BUILD-OUT) THE UPSTREAM FACE OF DAM
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EXP.
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EXP.
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EXP.
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REMOVE AND REPLACE CAULKING IN VERTICAL JOINTS (TYP.)
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GATE
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CONTROL BUILDING
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APPLY PROTECTIVE COATING
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APPLY PROTECTIVE COATING
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ABRASIVE BLAST CLEAN GRAFFITI FROM CONC. SURFACE (PRIOR TO SURFACE PREPARATION OF COATING) (TYP.)
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W.L. EL. VARIES
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(FOR LOCATION REFER TO DWG. S-2)
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(FOR LOCATION REFER TO DWG. S-2)
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EX. GRADE
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ACCESS LADDER
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-
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SECTIONS
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DATE: 3/17/2020 12:04:01 PM3/17/2020 12:04:01 PM
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DRAWING FILE: O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S3O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S3
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5. All sanitary sewer connections are 100mm PVC SDR28
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unless otherwise noted.
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6. All sanitary and storm sewer elevations are inverts
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unless otherwise noted.
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DISCLAIMER OF WARRANTY: The data is provided "as is", without warranty of any kind either
AutoCAD SHX Text
expressed or implied. Any and all liabilities for damage, direct or indirect, however caused, and
AutoCAD SHX Text
resulting in any way by use of the supplied data is the full and final responsibility of the user.
AutoCAD SHX Text
DWG NAME / FILE NO:
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COPYRIGHT: All rights are reserved. No part of the supplied data may be reproduced, or
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transmitted to others, in any form or by any means, without the prior written
AutoCAD SHX Text
permission of the CITY OF GREATER SUDBURY.
AutoCAD SHX Text
NOTES: 1. All dimensions are in metres unless otherwise noted.
AutoCAD SHX Text
2. denotes buildings plotted from O.L.S. Plan.
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3. denotes basement floor elevation, with house number.
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4. All water connections are 20mm Cu, unless otherwise noted.
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*
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R
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E
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V
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U
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I
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N
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DATE
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DETAILS
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BY
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- ALL UTILITIES ARE NOT
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NECESSARILY SHOWN ON THIS
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DRAWING.
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- WHERE UTILITIES ARE SHOWN,
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LOCATIONS ARE NOT
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GUARANTEED
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- LOCATION & SIZE OF ALL
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UTILITIES MUST BE VERIFIED
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IN THE FIELD.
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DRAWN:
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DATE:
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CHECKED:
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DESIGNED:
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ENGINEER:
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APPROVED:
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SCALE:
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CONTRACT NO.:
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NUMBER:
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PAGE NO.:
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CITY OF GREATER SUDBURY
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CAD/FILE
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OF
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AS SHOWN
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-
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J.P.
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B.K.
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J.P.
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T.G.
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MARCH 2020
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London, Ontario 519.673.0510
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STRUCTURAL
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SUDBURY AREA
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REHABILITATION
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MALEY DAM
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8
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K.T.
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A
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T
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J. PUCCHIO
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I
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O
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V
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P
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R
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O
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E
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N
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C
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N
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F
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O
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P
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S
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O
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R
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F
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E
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N
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I
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O
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R
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A
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I
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O
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L
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N
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G
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E
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N
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R
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E
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E
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I
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E
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D
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L
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E
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I
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C
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S
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N
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05/11/2020
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2020 05 13
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ISSUED FOR TENDER
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J.P.
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CONCRETE REMOVALS/REPAIRS
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FOR GENERAL NOTES, MATERIAL NOTES AND SCOPE OF WORK REFER TO DRAWING S-1.
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1.
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PROTECTIVE COATING OUTLINE
Kennedy, Brenan
Text Box
MAY 2020
Kennedy, Brenan
Text Box
B.K.
Kennedy, Brenan
Text Box
20-01
S-4
THIS DRAWING HAS BEEN PREPARED FOR USE OF AECOM'S
CLIENT AND MAY NOT BE USED, REPRODUCED OR RELIED
UPON BY THIRD PARTIES, EXCEPT AS AGREED BY AECOM
AND ITS CLIENT, AS REQUIRED BY LAW OR FOR USE BY
GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO
RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER,
TO ANY PARTY THAT MODIFIES THIS DRAWING WITHOUT
AECOM'S EXPRESS WRITTEN CONSENT. DO NOT SCALE THIS
DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED FROM
STATED DIMENSIONS.
NOTES :
LEGEND :
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DAM
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3
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1 : 30
AutoCAD SHX Text
SECTION
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EAST
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WEST
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EL. 270.406
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EL. 267.663
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EL. VARIES
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W.L.
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ABRASIVE BLAST CLEAN (TYP.)
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CAULKING
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HYDROPHILLIC WATERSTOP
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150
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150
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EL. 270.00
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C.J.
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15M @ 300 EW
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15M DOWELS INTO CONC. (600x600 GRID)
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REFACE CONC. (BUILD OUT) OVER EX. DAM FACE (TYP.)
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REMOVE UNSOUND/ DELAMINATED CONC. (NOTE 2) (TYP.)
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INSTALL PROTECTIVE COATING
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EXCAVATE 300 (BELOW SILT LAYER) AND EXTEND REFACING
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(TYP.)
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EL. 265.00
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CAULKING
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HYDROPHILIC WATERSTOP
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SLOPE
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(FOR LOCATION REFER TO DWG. S-2)
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C.J.
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20x20 REGLET FILL WITH POLYURETHANE CAULKING
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EX. CONSTRUCTION JOINT
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REMOVE EX. CAULKING
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1 : 10
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TYPICAL JOINT DETAIL
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(TYP.)
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15M @ 300 EW
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15M DRILL IN DOWELS @ 600 HORIZONTAL x 600 VERTICAL
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PLAN
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NOTE: OTHER CONSTRUCTION JOINTS THE REINFORCING STEEL TO BE CONTINUOUS
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1 : 10
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STOP LOG DETAIL AT BYPASS
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PLAN
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(FOR LOCATION SEE DWG. S-2)
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PREPARE SURFACES AND RECOAT EMBEDDED STEEL ANGLE, ON BOTH SIDES OF SLUICE GATE)
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-
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SECTION AND DETAIL
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DATE: 3/9/2020 4:05:39 PM3/9/2020 4:05:39 PM
AutoCAD SHX Text
DRAWING FILE: O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S4O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S4
AutoCAD SHX Text
5. All sanitary sewer connections are 100mm PVC SDR28
AutoCAD SHX Text
unless otherwise noted.
AutoCAD SHX Text
6. All sanitary and storm sewer elevations are inverts
AutoCAD SHX Text
unless otherwise noted.
AutoCAD SHX Text
DISCLAIMER OF WARRANTY: The data is provided "as is", without warranty of any kind either
AutoCAD SHX Text
expressed or implied. Any and all liabilities for damage, direct or indirect, however caused, and
AutoCAD SHX Text
resulting in any way by use of the supplied data is the full and final responsibility of the user.
AutoCAD SHX Text
DWG NAME / FILE NO:
AutoCAD SHX Text
COPYRIGHT: All rights are reserved. No part of the supplied data may be reproduced, or
AutoCAD SHX Text
transmitted to others, in any form or by any means, without the prior written
AutoCAD SHX Text
permission of the CITY OF GREATER SUDBURY.
AutoCAD SHX Text
NOTES: 1. All dimensions are in metres unless otherwise noted.
AutoCAD SHX Text
2. denotes buildings plotted from O.L.S. Plan.
AutoCAD SHX Text
3. denotes basement floor elevation, with house number.
AutoCAD SHX Text
4. All water connections are 20mm Cu, unless otherwise noted.
AutoCAD SHX Text
*
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
V
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I
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S
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I
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O
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N
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S
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C
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A
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U
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T
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I
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O
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N
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DATE
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DETAILS
AutoCAD SHX Text
BY
AutoCAD SHX Text
- ALL UTILITIES ARE NOT
AutoCAD SHX Text
NECESSARILY SHOWN ON THIS
AutoCAD SHX Text
DRAWING.
AutoCAD SHX Text
- WHERE UTILITIES ARE SHOWN,
AutoCAD SHX Text
LOCATIONS ARE NOT
AutoCAD SHX Text
GUARANTEED
AutoCAD SHX Text
- LOCATION & SIZE OF ALL
AutoCAD SHX Text
UTILITIES MUST BE VERIFIED
AutoCAD SHX Text
IN THE FIELD.
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
ENGINEER:
AutoCAD SHX Text
APPROVED:
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SCALE:
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CONTRACT NO.:
AutoCAD SHX Text
NUMBER:
AutoCAD SHX Text
PAGE NO.:
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CITY OF GREATER SUDBURY
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CAD/FILE
AutoCAD SHX Text
OF
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AS SHOWN
AutoCAD SHX Text
-
AutoCAD SHX Text
J.P.
AutoCAD SHX Text
B.K.
AutoCAD SHX Text
J.P.
AutoCAD SHX Text
T.G.
AutoCAD SHX Text
MARCH 2020
AutoCAD SHX Text
London, Ontario 519.673.0510
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SUDBURY AREA
AutoCAD SHX Text
REHABILITATION
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MALEY DAM
AutoCAD SHX Text
8
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K.T.
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A
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T
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J. PUCCHIO
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I
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O
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V
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P
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R
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O
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E
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N
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C
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N
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F
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O
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P
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S
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O
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R
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F
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E
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N
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I
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S
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O
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R
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A
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I
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O
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L
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N
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G
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E
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N
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R
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E
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E
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I
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E
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D
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L
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E
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I
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C
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S
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N
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05/11/2020
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2020 05 13
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ISSUED FOR TENDER
AutoCAD SHX Text
J.P.
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1.
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FOR GENERAL NOTES, MATERIAL NOTES AND SCOPE OF WORK REFER TO DRAWING S-1.
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PRIOR TO CONSTRUCTING CONCRETE JACKET, UNDERTAKE A DELAMINATION AND SOUNDINGS SURVEY OF ALL CONCRETE SURFACES OF THE DAM. PROVIDE ACCESS FOR THE INSPECTION AND SURVEY. SURFACES ON THE UPSTREAM FACE WILL BE REPAIRED WITH THE CONCRETE JACKET.
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2.
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CONCRETE REMOVALS/REPAIRS
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PROTECTIVE COATING OUTLINE
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CAULKING SHALL BE POLYURETHANE AND 20x20 IN SIZE U.O.N.
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3.
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DRILL IN DOWELS SHALL BE INSTALLED ON A 600x600 GRID (OR LESS). LAYOUT GRID TO ENSURE THAT A ROW OF DOWELS IS PLACED WITHIN 150mm FROM A CHANGE OF DIRECTION OR END.
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4.
Kennedy, Brenan
Text Box
MAY 2020
Kennedy, Brenan
Text Box
B.K.
Kennedy, Brenan
Text Box
20-01
S-5
THIS DRAWING HAS BEEN PREPARED FOR USE OF AECOM'S
CLIENT AND MAY NOT BE USED, REPRODUCED OR RELIED
UPON BY THIRD PARTIES, EXCEPT AS AGREED BY AECOM
AND ITS CLIENT, AS REQUIRED BY LAW OR FOR USE BY
GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO
RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER,
TO ANY PARTY THAT MODIFIES THIS DRAWING WITHOUT
AECOM'S EXPRESS WRITTEN CONSENT. DO NOT SCALE THIS
DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED FROM
STATED DIMENSIONS.
NOTES :
LEGEND :
AutoCAD SHX Text
EX. CONTROL BUILDING
AutoCAD SHX Text
4
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1 : 75
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UPSTREAM SECTION
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5
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1 : 75
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DOWNSTREAM SECTION
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EX. GUARD RAIL (TYP.)
AutoCAD SHX Text
EX. SLIDE GATE
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EX. SLIDE GATE
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SOUTH
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NORTH
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SOUTH
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REFACE CONC. (BUILD OUT) OVER EAST UPSTREAM DAM FACE
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GRADE
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CONSTRUCTION JOINTS AND SEALANT TO MATCH EX. JOINT LOCATION (TYP.)
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APPLY PROTECTIVE COATINGS TO ALL PIERS
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REMOVE UNSOUND/ DELAMINATED CONC. AND PATCH REPAIR SURFACES (TYP.)
AutoCAD SHX Text
APPLY PROTECTIVE COATING TO ALL VERTICAL FACES OF SLUICEWAY
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NORTH
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GRADE
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EX. GUARD RAIL (TYP.)
AutoCAD SHX Text
EX. CONTROL BUILDING
AutoCAD SHX Text
REMOVE UNSOUND/ DELAMINATED CONC. AND PATCH REPAIR SURFACES (TYP.)
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APPLY PROTECTIVE COATING
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APPLY PROTECTIVE COATING TO VERTICAL SURFACE
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APPLY PROTECTIVE COATING TO VERTICAL SURFACES
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APPLY PROTECTIVE COATING TO VERTICAL SURFACES
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C.J.
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C.J.
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C.J.
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C.J.
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C.J.
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C.J.
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C.J.
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REMOVE EX. AND INSTALL CAULKING AND BACKER ROD IN EXPANSION JOINT
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ABRASIVE BLAST CLEAN AND RECOAT STEEL STOPLOG GAINS
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APPLY PROTECTIVE COATING
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REMOVE EX. AND INSTALL CAULKING AND BACKER ROD IN EXPANSION JOINT
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REMOVE EX. AND INSTALL CAULKING AND BACKER ROD IN EXPANSION JOINT
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REMOVE EX. AND INSTALL CAULKING AND BACKER ROD IN EXPANSION JOINT
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CONSTRUCTION JOINT (C.J.)
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REMOVE AND REPLACE CAULKING IN VERTICAL JOINTS (TYP.)
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REMOVE AND REPLACE CAULKING IN VERTICAL JOINTS (TYP.)
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INSTALL TRASH RACKS (AFTER APPLICATION OF PROTECTIVE COATING) DWG. S-06
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INSTALL STAFF GAUGE (EACH ABUTMENT)
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CONSTRUCTION JOINTS AND SEALANT TO MATCH EX. JOINT LOCATION (TYP.)
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(FOR LOCATION REFER TO DWG. S-2)
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(FOR LOCATION REFER TO DWG. S-2)
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EX. GRADE
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-
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SECTIONS
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DATE: 3/9/2020 2:42:06 PM3/9/2020 2:42:06 PM
AutoCAD SHX Text
DRAWING FILE: O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S5O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S5
AutoCAD SHX Text
5. All sanitary sewer connections are 100mm PVC SDR28
AutoCAD SHX Text
unless otherwise noted.
AutoCAD SHX Text
6. All sanitary and storm sewer elevations are inverts
AutoCAD SHX Text
unless otherwise noted.
AutoCAD SHX Text
DISCLAIMER OF WARRANTY: The data is provided "as is", without warranty of any kind either
AutoCAD SHX Text
expressed or implied. Any and all liabilities for damage, direct or indirect, however caused, and
AutoCAD SHX Text
resulting in any way by use of the supplied data is the full and final responsibility of the user.
AutoCAD SHX Text
DWG NAME / FILE NO:
AutoCAD SHX Text
COPYRIGHT: All rights are reserved. No part of the supplied data may be reproduced, or
AutoCAD SHX Text
transmitted to others, in any form or by any means, without the prior written
AutoCAD SHX Text
permission of the CITY OF GREATER SUDBURY.
AutoCAD SHX Text
NOTES: 1. All dimensions are in metres unless otherwise noted.
AutoCAD SHX Text
2. denotes buildings plotted from O.L.S. Plan.
AutoCAD SHX Text
3. denotes basement floor elevation, with house number.
AutoCAD SHX Text
4. All water connections are 20mm Cu, unless otherwise noted.
AutoCAD SHX Text
*
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R
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E
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V
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I
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S
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I
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O
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N
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S
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C
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A
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U
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T
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I
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O
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N
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DATE
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DETAILS
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BY
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- ALL UTILITIES ARE NOT
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NECESSARILY SHOWN ON THIS
AutoCAD SHX Text
DRAWING.
AutoCAD SHX Text
- WHERE UTILITIES ARE SHOWN,
AutoCAD SHX Text
LOCATIONS ARE NOT
AutoCAD SHX Text
GUARANTEED
AutoCAD SHX Text
- LOCATION & SIZE OF ALL
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UTILITIES MUST BE VERIFIED
AutoCAD SHX Text
IN THE FIELD.
AutoCAD SHX Text
DRAWN:
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DATE:
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CHECKED:
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DESIGNED:
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ENGINEER:
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APPROVED:
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SCALE:
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CONTRACT NO.:
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NUMBER:
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PAGE NO.:
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CITY OF GREATER SUDBURY
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CAD/FILE
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OF
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AS SHOWN
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-
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J.P.
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B.K.
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J.P.
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T.G.
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MARCH 2020
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London, Ontario 519.673.0510
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STRUCTURAL
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SUDBURY AREA
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REHABILITATION
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MALEY DAM
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05/11/2020
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2020 05 13
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ISSUED FOR TENDER
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J.P.
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1.
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FOR GENERAL NOTES, MATERIAL NOTES AND SCOPE OF WORK REFER TO DRAWING S-1.
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CONCRETE REMOVALS/REPAIRS
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PROTECTIVE COATING
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PROTECTIVE COATING OUTLINE
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2.
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COORDINATE WITH NDCA TO MOVE EXISTING GATES TO SUIT APPLICATION OF COATING IN STAGES. WHERE NECESSARY APPLY PROTECTIVE COATING AROUND OBSTRUCTIONS (GATE STEMS, ETC.) TO THE BEST EXTENT POSSIBLE.
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NOTES :
S-6
THIS DRAWING HAS BEEN PREPARED FOR USE OF AECOM'S
CLIENT AND MAY NOT BE USED, REPRODUCED OR RELIED
UPON BY THIRD PARTIES, EXCEPT AS AGREED BY AECOM
AND ITS CLIENT, AS REQUIRED BY LAW OR FOR USE BY
GOVERNMENTAL REVIEWING AGENCIES. AECOM ACCEPTS NO
RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER,
TO ANY PARTY THAT MODIFIES THIS DRAWING WITHOUT
AECOM'S EXPRESS WRITTEN CONSENT. DO NOT SCALE THIS
DOCUMENT. ALL MEASUREMENTS MUST BE OBTAINED FROM
STATED DIMENSIONS.
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POLYURETHANE SEALANT (12mm THROAT)
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BLAST CLEAN SURFACES OF JOINT PRIOR TO INSTALLATION OF SEALANT
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FOAM BACKER ROD (DIAMETER 30% LARGER THEN JOINT)
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DECK JOINT SEAL DETAIL
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N. T. S.
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REMOVE EX. CAULKING AND CLEAN SURFACE. INSTALL 20x20 FOAM COMPRESSED 30% BACKER ROD POLYURETHANE CAULKING
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RETAINING WALL EXPANSION JOINT DETAIL
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EX. EXPANSION JOINT
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1 : 10
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25 SAWCUT AT BOUNDARY OF REMOVAL OR TO THE FIRST LAYER OF REINFORCING, WHICH EVER IS LESS
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VERTICAL FACE
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ROUGHENED SURFACE
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EX. CONC. MEMBER
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REMOVE CONC. 25 UNIFORMLY BEHIND FIRST LAYER OF REINFORCING STEEL
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REMOVE CONC. 25 LOCALLY BEHIND SECOND LAYER OF REINFORCING STEEL IS EXPOSED
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OUTLINE OF REMOVAL AREA
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1:1 SLOPE OR STEEPER
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REMOVE CONC. AND REPAIR BY FORM AND POUR METHOD (OR FORM AND PUMP METHOD IF SPECIFIED)
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VERTICAL/HORIZONTAL SURFACE REMOVAL/REPAIR DETAIL
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EX. REINFORCING STEEL TO REMAIN
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N. T. S.
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SAWCUTS IN CONCRETE, UNLESS OTHERWISE SHOWN, SHALL BE 25mm DEEP OR TO THE FIRST LAYER OF REINFORCING, WHICH EVER IS LESS.
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ALL CONCRETE SURFACES TO RECEIVE CONCRETE TO BE ABRASIVE BLAST CLEANED.
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REMOVAL LOCATIONS AND QUANTITIES SHALL BE DETERMINED ON SITE BY CONTRACT ADMINISTRATOR.
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3.
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REPAIR NOTES:
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RETAIN ALL REINFORCING STEEL AND ABRASIVE BLAST CLEAN ALL SURFACES.
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5.
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4.
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WHERE EXISTING REINFORCING STEEL HAS A SECTION LOSS OF GREATER THAN 30%, LAP 15M REINFORCING STEEL, AS DIRECTED BY THE CONTRACT ADMINISTRATOR AND ADMINISTERED AS EXTRA WORK.
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6.
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CONCRETE SHALL BE REMOVED IN SUCH A MANNER AS TO PREVENT DAMAGE TO ADJACENT CONCRETE. HAMMERS SHALL NOT COME IN CONTACT WITH REINFORCING BARS IN A MANNER WHICH WILL CAUSE DEBONDING OF BARS IN ADJACENT CONCRETE AREAS NOT BEING REPAIRED.
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2.
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1.
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LIMIT OF UNSOUND/ DELAMINATED CONC.
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25 DEEP SAWCUT AT BOUNDARY OF REMOVAL
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25
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(TYP.)
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REMOVE AND REPAIR CONC. WITHIN SAWCUT LIMITS. EXTENT OF CONC. REMOVALS TO BE DETERMINED IN THE FIELD WITH CONTRACT ADMINISTRATOR (TYP.)
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CONC. SHALL BE REMOVED 25 UNIFORMLY BEHIND THE FIRST LAYER OF STEEL AND 25 LOCALLY BEHIND SECOND LAYER OF STEEL. ALL EX. REINFORCING STEEL SHALL BE RETAINED AND CLEANED
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CONCRETE REPAIR DETAIL
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N. T. S.
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DECK SURFACE REMOVAL/REPAIR DETAIL
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N. T. S.
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EX. REINFORCING STEEL (ORIGINAL DECK)
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REMOVE CONC. 25 LOCALLY BEHIND SECOND LAYER OF REINFORCING STEEL
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REMOVE CONC. 25 UNIFORMLY BELOW FIRST LAYER OF REINFORCING STEEL
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1:1 SLOPE OR STEEPER
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REMOVE CONC. AND REPAIR
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SAWCUT AT BOUNDARY OF REMOVAL TO PENETRATE 10 INTO ORIGINAL SURFACE OR TO THE FIRST LAYER OF REINFORCING, WHICH EVER IS LESS
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OUTLINE OF REMOVAL AREA
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T/DECK
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TRASH RACK DETAIL
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N.T.S.
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BENT PLATE L100x100x12
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19 DIA. ADHESIVE ANCHORS @ 300 (150 EMBEDMENT)
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T/SILL EL. 266.09
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12 THICK PLATE x 75 WIDE @ 75
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3-STIFFENERS L50x50x8
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L75x75x12 c/w 100x180x12 PLATE WITH 2-19 DIA. ADHESIVE ANCHORS
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R=150
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TYP.
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SECTION
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TYP.
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(FOR LOCATION SEE DWG. S-1 AND S-2)
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END PLATE 100x180x12 EACH END WITH 2-19 DIA. ADHESIVE ANCHORS (TYP.)
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FIELD VERIFY EXISTING DIMENSIONS.
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1.
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ALL STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
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2.
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ALTERNATE ARRANGEMENTS AND CONNECTION MAY BE CONSIDERED (AND DESIGNED BY THE CONTRACTOR).
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3.
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ELEVATION
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T/SILL EL. 266.09
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12 THICK PLATES x 75 WIDE @ 75
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L75x75x12 c/w 12x100x180 PLATE WITH 2-19 DIA. ADHESIVE ANCHORS
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BENT PLATE L100x100x12 c/w 19 DIA. ADHESIVE ANCHORS @ 300 (150 EMBEDMENT)
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12 THICK PLATES x 75 WIDE @ 75
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END PLATE 100x180x12 EACH END WITH 2-19 DIA. ADHESIVE ANCHORS (TYP.)
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L75x75x12 c/w 12x100x180 PLATE WITH 2-19 DIA. ADHESIVE ANCHORS
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BENT PLATE L100x100x12 c/w 19 DIA. ADHESIVE ANCHORS @ 300 (150 EMBEDMENT)
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1 : 25
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END PLATE 100x180x12 EACH END WITH 2-19 DIA. ADHESIVE ANCHORS (TYP.)
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3-STIFFENERS L50x50x8
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3-STIFFENERS L50x50x8
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-
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MISCELLANEOUS DETAILS
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DATE: 3/9/2020 1:39:51 PM3/9/2020 1:39:51 PM
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DRAWING FILE: O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S6O:\PROJECTS\60593486 Maley Dam\900-CAD_GIS\910-CAD\20-SHEETS\60593486-S6
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5. All sanitary sewer connections are 100mm PVC SDR28
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unless otherwise noted.
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6. All sanitary and storm sewer elevations are inverts
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unless otherwise noted.
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DISCLAIMER OF WARRANTY: The data is provided "as is", without warranty of any kind either
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expressed or implied. Any and all liabilities for damage, direct or indirect, however caused, and
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resulting in any way by use of the supplied data is the full and final responsibility of the user.
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DWG NAME / FILE NO:
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COPYRIGHT: All rights are reserved. No part of the supplied data may be reproduced, or
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transmitted to others, in any form or by any means, without the prior written
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permission of the CITY OF GREATER SUDBURY.
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NOTES: 1. All dimensions are in metres unless otherwise noted.
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2. denotes buildings plotted from O.L.S. Plan.
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3. denotes basement floor elevation, with house number.
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4. All water connections are 20mm Cu, unless otherwise noted.
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DATE
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DETAILS
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BY
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- ALL UTILITIES ARE NOT
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NECESSARILY SHOWN ON THIS
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DRAWING.
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- WHERE UTILITIES ARE SHOWN,
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LOCATIONS ARE NOT
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GUARANTEED
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- LOCATION & SIZE OF ALL
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UTILITIES MUST BE VERIFIED
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IN THE FIELD.
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DRAWN:
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DATE:
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CHECKED:
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DESIGNED:
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ENGINEER:
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APPROVED:
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SCALE:
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CONTRACT NO.:
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NUMBER:
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PAGE NO.:
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CITY OF GREATER SUDBURY
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CAD/FILE
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OF
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AS SHOWN
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J.P.
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B.K.
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J.P.
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T.G.
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MARCH 2020
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London, Ontario 519.673.0510
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STRUCTURAL
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SUDBURY AREA
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REHABILITATION
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MALEY DAM
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8
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05/11/2020
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2020 05 13
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ISSUED FOR TENDER
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20-01