mw-2018-14 august 14, 2018 mayor james m. diodati subject ... · recommendation 1. that city...

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MW-2018-14 August 14, 2018 REPORT TO: Mayor James M. Diodati and Members of Municipal Council SUBMITTED BY: Municipal Works SUBJECT: MW-2018-14 Boyer’s Creek Municipal Drain Final Engineer’s Report RECOMMENDATION 1. That City Council adopts the Engineer’s Report on the Boyer’s Creek Municipal Drain prepared under the authority of section 4 & 78 of the Drainage Act, R.S.O. 1990, c. D.17. and further, 2. That the City gives two readings to the by-law (provisional) which will initiate the appeal process. EXECUTIVE SUMMARY In April of 2018 Council authorized the appointment of Spriet Associates to finalize the Engineer’s Report on the Boyer’s Creek Municipal Drain. On site meetings and notifications were conducted in accordance with the Drainage Act, R.S.O. 1980 The Drainage Engineer estimates the cost of works, which in turn is assessed to all landowners within the tributary area. Final assessment will be calculated once construction of the drain is complete. Staff recommends that Council wait to discuss levying of assessments until final costs are in and a report can be brought back to Council. The purpose of this report is to consider the passing of the provisional by-law (two readings) which will initiate the appeal process with the mandated scheduling of the Court of Revision. Once all appeals are settled, a third reading of the by-law will be necessary prior to initiating the tender and construction phase of this project. BACKGROUND The Boyer’s Creek Drain was last improved under the provisions of the Drainage Act and By-Law by R. Blake Erwin for the Township Willoughby in excess of eighty five (85) years ago. To provide relief of rural flooding in this area, as a road authority City of

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Page 1: MW-2018-14 August 14, 2018 Mayor James M. Diodati SUBJECT ... · RECOMMENDATION 1. That City Council adopts the Engineer’s Report on the Boyer’s Creek Municipal Drain prepared

MW-2018-14 August 14, 2018

REPORT TO: Mayor James M. Diodati

and Members of Municipal Council SUBMITTED BY: Municipal Works SUBJECT: MW-2018-14 Boyer’s Creek Municipal Drain Final Engineer’s Report

RECOMMENDATION 1. That City Council adopts the Engineer’s Report on the Boyer’s Creek Municipal

Drain prepared under the authority of section 4 & 78 of the Drainage Act, R.S.O. 1990, c. D.17. and further,

2. That the City gives two readings to the by-law (provisional) which will initiate the appeal process.

EXECUTIVE SUMMARY

In April of 2018 Council authorized the appointment of Spriet Associates to finalize the Engineer’s Report on the Boyer’s Creek Municipal Drain. On site meetings and notifications were conducted in accordance with the Drainage Act, R.S.O. 1980 The Drainage Engineer estimates the cost of works, which in turn is assessed to all landowners within the tributary area. Final assessment will be calculated once construction of the drain is complete. Staff recommends that Council wait to discuss levying of assessments until final costs are in and a report can be brought back to Council. The purpose of this report is to consider the passing of the provisional by-law (two readings) which will initiate the appeal process with the mandated scheduling of the Court of Revision. Once all appeals are settled, a third reading of the by-law will be necessary prior to initiating the tender and construction phase of this project.

BACKGROUND

The Boyer’s Creek Drain was last improved under the provisions of the Drainage Act and By-Law by R. Blake Erwin for the Township Willoughby in excess of eighty five (85) years ago. To provide relief of rural flooding in this area, as a road authority City of

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2 MW-2018-14

August 14, 2018

Niagara Falls signed a petition and on April 4 2005 Council appointed Wiebe Engineering Group Inc. to provide consulting and design services of the Boyer’s Creek Drain pursuant to the Drainage Act. In addition a petition signed by A&D Spadinski (Roll No. 40-055-298) in the Town of Fort Erie whose lands contain 60% of the area requiring drainage was received for the additional work of Branch ‘A’. Following Wiebe Engineering Group Inc. disbanding and not completing their report, City Staff retained Spriet & Associates to carry on this work and finalize the Engineers Report. Council Appointed Spriet & Associates on April 10th, 2018, which was followed by a public meeting held on May 15th, 2018 allowing land owners the opportunity to discuss the preliminary design, estimated drain costs and assessments. Spriet Associates Engineers & Architects filed their Engineer’s Report on July 27, 2018. Notification of Council Consideration was sent out to Public Agencies, Utility Companies, Road Authorities as well as property owners within the watershed. Notification included a copy of the Final Engineer’s Report.

ANALYSIS/RATIONALE Pursuant to the Drainage Act, the passing of the provisional by-law (two readings) will initiate the appeal process with the mandated scheduling of the Court of Revision. Once all appeals are settled, a third reading of the by-law will be necessary prior to initiating the tender and construction phase of this project. In previous Municipal Drains, Council has opted to pay for assessments for properties within the City Limits of the watershed. Staff recommends that Council wait to discuss these matters until final costs are in and a report can be brought back to Council at that time. There are Public Agencies and adjacent Municipalities with lands inside the watershed that will need to be assessed fair and accurately as part of the appeals process.

FINANCIAL/STAFFING/LEGAL IMPLICATIONS The Drainage Engineer estimates the cost of works, which in turn is assessed to all landowners within the tributary area. In determining the landowners assessment, the Drainage Engineering considers factors that contribute to the land’s flow generation to the improved watercourse such as land area, topography, soil type and land use as well as length of drain improvement benefitting the lands. The City’s assessment is based on road allowances that benefit from the proposed downstream drainage work. The estimated net assessment costs are summarized in Schedule C of the report. Final assessment will be calculated once construction of the drain is complete.

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August 14, 2018

Boyer’s Creek Municipal Drain received funding in the 2018 Capital Budget.

CITY’S STRATEGIC COMMITMENT Implementation of this project meets the intent of Council’s strategic priorities to establish infrastructure investment opportunities and to strengthen and promote economic development within the City including alternative service delivery models.

LIST OF ATTACHMENTS

1. Final Engineer’s Report prepared by Spriet Associates Engineers & Architects dated July 12, 2018

2. Plan & Profile appendix to the Engineer’s Report prepared by Spriet Associates Engineers & Architects dated July 12, 2018

Recommended by: Geoff Holman, Director of Municipal Works Respectfully submitted: Ken Todd, Chief Administrative Officer

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BOYERS CREEK

CITY OF NIAGARA FALLS

MUNICIPAL DRAIN

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HOUSE ROAD
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OTT ROAD
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STEVENSVILLE ROAD
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WINGER ROAD
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NETHERBY ROAD
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NEWGATE ROAD
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SODOM ROAD
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REGIONAL ROAD 116
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QUEEN ELIZABETH WAY
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QUEEN ELIZABETH WAY
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QUEEN ELIZABETH WAY
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WILLOUGHBY DRIVE
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NETHERBY ROAD
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TOWN OF FORT ERIE
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CITY OF NIAGARA FALLS
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BAKER ROAD
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BAKER ROAD
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MORNINGSTAR ROAD
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SOMERVILLE ROAD
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SHERK ROAD
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NIAGARA PARKWAY
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CANADIAN NIAGARA POWER TRANSMISSION INC.
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ORT ROAD
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KING ROAD
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MORNINGSTAR ROAD
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20-031-053
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R. WRIGHT
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19 . 9
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1264354 ONTARIO LTD.
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BRANCH "A"
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=2+250 MD
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0+546
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0+644
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0+825
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0+861
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1+254
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1+300
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DRAIN
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DRAIN
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1+156
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NIAGARA RIVER
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UNOPENED ROAD ALLOWANCE
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SAUER ROAD
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Version 14 - July 10, 2004
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FMW-2087
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FMW-2088
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001683253
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155 YORK STREET --LONDON
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(519) 672-4100--N6A 1A8
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CONSULTING
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Field Book
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LONDON
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DATE
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No.
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EXTERIOR OR INTERIOR WATERSHED
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LIMIT OF WATERSHED AREA
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PROPOSED DRAINAGE WORKS
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TO BE INCLUDED FOR FUTURE MAINTENANCE
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PRIVATE TILE OR SURFACE WATER RUN
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NICK GOLIA
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905-356-7521 EXT. 4290
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JULY 12, 2018
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2 1 3 0 4 5
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1-180-05
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0.70
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0.63
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1.37
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0.31
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1.03
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1.08
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0.81
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0.04
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0.05
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0.50
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1-043
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1.32
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0.21
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0.38
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1-042-15
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1.33
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CROSS CONCESSION
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CONCESSION 4
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CONCESSION 3
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CONCESSION 2
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CONCESSION 1
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BROKEN FRONT
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CONCESSION
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LOT 9
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LOT 8
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LOT 7
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LOT 6
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LOT 5
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LOT 4
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LOT 2
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LOT 3
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CROSS CONCESSION
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ADJOINING
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CONCESSION 13
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CONCESSION 12
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CONCESSION 11
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CONCESSION 10
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LOT 27
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LOT 26
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LOT 25
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LOT 24
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LOT 23
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LOT 1
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LOT 3
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LOT 4
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LOT 6
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1.37
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0.73
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CANADIAN NIAGARA POWER INC.
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1-088
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G E N E R A L N O T E S
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OUR SPECIFICATIONS DATED JANUARY 2009 APPLY TO THIS PROJECT.
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CONTRACTOR TO ARRANGE A PRE-CONSTRUCTION MEETING WITH THE ENGINEER , DRAINAGE SUPERINTENDENT , AND THE AFFECTED OWNERS . ALL PARTIES SHALL RECEIVE 48 HOURS NOTICE TO THE MEETING .
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RIP-RAP TO BE SUPPLIED AND INSTALLED IN ACCORDANCE WITH "SECTION A. 28" IN THE SPECIFICATIONS.
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ALL TREES , SCRUB , BRUSH , ETC. TO BE CLEARED AND GRUBBED IN ACCORDANCE WITH "SECTION B. 3 AND C. 4" SPECIFICATIONS .
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a) ALL UTILITIES TO BE LOCATED AND EXPOSED PRIOR TO CONSTRUCTION SO THAT THE NEW TILE GRADES CAN BE CONFIRMED. IF THERE IS A CONFLICT IN ELEVATION BETWEEN THE TILE GRADES CAN BE CONFIRMED. IF THERE IS A CONFLICT IN ELEVATION BETWEEN THE PROPOSED DRAIN AND THE UTILITY, THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY. PROPOSED DRAIN AND THE UTILITY, THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY. b) CONTRACTOR TO NOTIFY ALL UTILITIES 72 HOURS PRIOR TO HIS SCHEDULED TIME FOR STARTING THE ABOVE WORK. c) THE COST FOR THIS WORK SHALL BE INCLUDED IN THE ITEM ON THE EXTENT OF WORK AND NO EXTRA PAYMENT SHALL BE MADE TO THE CONTRACTOR, EXCEPT IF ROAD RESTORATION IS REQUIRED.
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ALL OWNERS ALONG THE COURSE OF THE DRAIN SHALL MAKE AN ACCESS ROUTE FROM THE NEAREST ROAD TO THE DRAIN LOCATION AVAILABLE TO THE CONTRACTOR THE AVERAGE WIDTH OF THIS ROUTE SHALL NOT EXCEED 8 METERS . THE ACCESS ROUTE SHALL ALSO APPLY FOR FUTURE MAINTENANCE PURPOSES .
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THE WORKING WIDTH AVAILABLE TO THE CONTRACTOR TO CONSTRUCT THE NEW DRAINS SHALL CONSIST OF THOSE LANDS IMMEDIATELY ADJACENT TO THE DRAIN AND CONNECTIONS AND SHALL NOT EXCEED THE FOLLOWING AVERAGE WIDTHS . OPEN PORTIONS - 18 meters ( INCLUDING 3m BUFFER ) OPEN PORTIONS-BUSH AREAS - 15 meters TOTAL (REMOVE ONLY TREES ALONG BANK AND THOSE ABSOLUTELY NECESSARY TO COMPLETE CONSTRUCTION THE WORKING WIDTH FOR PURPOSES OF FUTURE MAINTENANCE SHALL BE THE SAME AS ABOVE EXCEPT FOR CLOSED PORTIONS ( NOT THROUGH BUSH ) SHALL BE 10m.
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a) SEWER PIPE UNDER TRAVEL PORTION OF ROADS TO BE INSTALLED IN ACCORDANCE WITH STANDARD DETAILED DRAWING No. 02 IN THE SPECIFICATIONS .
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O P E N P O R T I O N S
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EXISTING DITCH BOTTOM ONLY TO BE CLEANED OUT IN ACCORDANCE WITH SPECIFICATIONS UNLESS OTHERWISE NOTED ON PROFILES AND IN SECTIONS.
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WORK TO BE COMPLETED FROM AND EXCAVATED MATERIAL TO BE DEPOSITED AND LEVELLED ON THE FOLLOWING SIDES OF THE DITCH IN ACCORDANCE WITH "SECTION B. 5 " IN THE SPECIFICATIONS . MAIN DRAIN STA. 0 + 000 TO STA. 2 + 250 - EAST SIDE TO ACCESS DEBRIS ONLY SOUTH BRANCH STA. 2 + 250 TO STA. 5 + 745 - EAST SIDE STA. 5 + 745 TO STA. 7 + 624 - SOUTH SIDE NORTH BRANCH STA. 0 + 000 TO STA. 2 + 261 - SOUTH SIDE STA. 2 + 261 TO STA. 3 + 046 - EAST SIDE BRUNNING BRANCH STA. 0 + 000 TO STA. 2 + 018 - SOUTH SIDE BRANCH "A" STA. 0 + 000 TO STA. 0 + 554 - EAST SIDE
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NEWLY EXPOSED DITCH BANKS ARE TO BE HAND SEEDED UPON COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH "SECTION B. 11 " IN THE SPECIFICATIONS
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SILT FENCE TO BE PLACED ACROSS DITCH BOTTOM AT STA. 3+430 DURING CONSTRUCTION TO PREVENT SILT FROM FLUSHING DOWNSTREAM . SILT FENCE AND SILT TO BE REMOVED AND DISPOSED OF AFTER CONSTRUCTION .
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10/
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A 3 METER WIDE BUFFER STRIP OF NEW & EXISTING VEGETATION BETWEEN THE TOP OF THE BANK AND THE CULTIVATED LANDS ON BOTH SIDES OF THE DITCH SHALL BE MAINTAINED AS PART OF THE OPEN PORTION OF THE BOYERS CREEK DRAIN.
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11/
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ng290
Typewriter
ATTACHMENT #2
Page 54: MW-2018-14 August 14, 2018 Mayor James M. Diodati SUBJECT ... · RECOMMENDATION 1. That City Council adopts the Engineer’s Report on the Boyer’s Creek Municipal Drain prepared

BOYERS CREEK

CITY OF NIAGARA FALLS

MUNICIPAL DRAIN

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ENGINEERS
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SPRIET ASSOCIATES
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Drawing No.
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LIMITED
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155 YORK STREET --LONDON
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(519) 672-4100--N6A 1A8
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CONSULTING
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Field Book
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LONDON
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Drawn By:
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Date:
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JOB No.
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REVISIONS
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DATE
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No.
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Drainage Superintendent:
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NICK GOLIA
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905-356-7521 EXT. 4290
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BW
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JULY 12, 2018
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2 1 3 0 4 5
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PROFILE (MAIN DRAIN)
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2 of 3
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0+000
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0+500
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1+000
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1+500
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2+000
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2+500
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3+000
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3+500
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4+000
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168.00
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170.00
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175.00
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178.00
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4+000
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4+500
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5+000
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5+500
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6+000
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6+500
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7+000
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7+500
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172.00
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175.00
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180.00
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182.00
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7+669
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V. & C. KERRIO
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V. KERRIO
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NIAGARA PARKWAY
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NIAGARA PARKS COMMISSION
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CITY OF NIAGARA FALLS
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UNOPENED ROAD ALLOWANCE
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CITY OF NIAGARA FALLS
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UNOPENED ROAD ALLOWANCE
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CITY OF NIAGARA FALLS
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UNOPENED ROAD ALLOWANCE
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CITY OF NIAGARA FALLS
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UNOPENED ROAD ALLOWANCE
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CITY OF NIAGARA FALLS
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SHERK ROAD
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L. STEWART
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WILLOUGHBY DRIVE
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R. & J. HETERICH
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N. & A. ROCCOSANTO
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SOMERVILLE ROAD
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168.00
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170.00
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175.00
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178.00
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168.00
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170.00
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175.00
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178.00
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A. & N. TUREAC
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M.T.O.
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QUEEN ELIZABETH
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HIGHWAY
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T. & C. HEARN, L. SAUER
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W. & I. KIM
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MORNINGSTAR
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R. JAIN
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175.00
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180.00
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183.00
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R. JAIN
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B. & H. SCHOLTENS
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H. KOUDYS
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T. JONES
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A. & B.. JONES
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BAKER ROAD
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5 , 000
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SOUTH BRANCH
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SCALE : HOR. 1 :
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VERT. 1 : 50
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5 , 000
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MAIN DRAIN
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SCALE : HOR. 1 :
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VERT. 1 : 50
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DADRAWALA HOLDING CORP.
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M. & L. ORT
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M. MIN
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SODOM ROAD
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L. & M. LOCHER
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L. & M. LOCHER
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UNOPENED ROAD ALLOWANCE
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J. DALLMAN & L. MASSE
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UNOPENED ROAD ALLOWANCE
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H. DINGERKUS
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UEREGISER CORP.
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EXIST CONC ARCH CULVERT 9.5m SPAN 2.6m HEIGHT
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EXIST CONC BOX CULVERT 3.7m SPAN
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EXIST CONC BOX CULVERT 3.1m SPAN
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EXIST CONC BOX CULVERT 2.5m SPAN
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EXIST CONC BOX CULVERT 2.4m SPAN
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EXIST TWIN 900mm C.S.P.
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EXIST CONC BOX CULVERT 2.5m SPAN
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EXIST CONC BOX CULVERT 2.5m SPAN
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"CAUTION"
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GAS PIPE LINES
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&
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STA.
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STA.
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TRANS CANADA
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0+725
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0+727
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&
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STA.
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0+743
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400mm
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INV.
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171.85
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C.S.P.
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400mm
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INV.
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171.75
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CONC.
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NORTH BRANCH
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STA.
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2+250
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BRUNNING BRANCH
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STA.
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2+666
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BRANCH 'A'
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STA.
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6+633
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EXIST. RIGHT TOP OF SLOPE
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EXIST. RIGHT TOP OF SLOPE
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EXIST. RIGHT TOP OF SLOPE
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EXIST. RIGHT TOP OF SLOPE
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EXIST. DITCH BOTTOM
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EXIST. DITCH BOTTOM
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EXIST. DITCH BOTTOM
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EXIST. DITCH BOTTOM
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171.84
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ELEV.
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WATERLEVEL
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B. M.
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STA.
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ELEV.
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B. M.
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STA.
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ELEV.
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B. M.
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STA.
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ELEV.
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B. M.
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STA.
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ELEV.
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B. M.
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STA.
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ELEV.
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APPROXIMATE WATER LEVEL MAY 13, 2013
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APPROXIMATE WATER LEVEL MAY 13, 2013
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TOP S.E. CORNER OF
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CONC CURB OF BRIDGE
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0+000
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174.38
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TOP S.E. CORNER OF
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CONC CURB OF BRIDGE
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1+315
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174.07
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TOP OF WEST
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CONC. CURB OF CULVERT
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1+798
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174.59
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TOP N.W. CORNER OF
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CONC BOX CULVERT
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2+724
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175.32
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TOP NORTH END OF WEST C.S.P
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3+917
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175.36
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B. M.
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STA.
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ELEV.
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TOP SE CORNER OF
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CONC. BOX CULVERT
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4+800
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176.97
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APPROXIMATE WATER LEVEL MAY 13, 2013
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NETHERBY ROAD
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B. M.
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STA.
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ELEV.
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TOP NW CORNER OF
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CONC. BOX CULVERT
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5+773
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177.63
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B. M.
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STA.
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ELEV.
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TOP NE CORNER OF
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CONC. BOX CULVERT
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7+654
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177.82
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EXIST CONC BOX CULVERT 1.5m SPAN
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G. P. S.
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ROAD
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176.98
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0.045%%%
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175.96
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174.00
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174.39
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174.54
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0.08%%%
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174.61
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174.61
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0.08%%%
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0.08%%%
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175.24
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175.39
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0.06%%%
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176.11
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6+300
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6+540
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6+900
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WL=177.01 12/9/13
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177.40 GROUND
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176.73 DITCH
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WL=177.10 12/9/13
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177.30 GROUND
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177.30 GROUND
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INSTALL NEWBURY WEIR IN DITCH BOTTOM (TOP ELEV. 176.72) SEE DETAIL DWG. 3
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WOODED AREA SELECTIVE REMOVAL OF TREES
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4+424
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4+355
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5+750
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6+633
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7+654
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REMOVE & DISPOSE OF EXIST. TWIN 900mm C.S.P.s
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INSTALL 16m - TWIN 1200mm DIA., 2.8 mm THICKNESS
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TYPE 2 ALUMINIZED C.S.P.s (APPROX, 16 cu.m REC'D)
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5 , 000
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SOUTH BRANCH
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SCALE : HOR. 1 :
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VERT. 1 : 50
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2+250
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0.06
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0.11
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0.17
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0.17
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0.10
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0.05
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DOWNSTREAM INVERT ELEVATIONS 174 . 19
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UPSTREAM INVERT ELEVATIONS 174 . 30
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0.045%%%
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4+788
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0.02
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0.30
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0.42
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0.47
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0.50
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0.49
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0.50
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0.55
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0.58
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0.56
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0.54
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0.52
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0.55
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0.56
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0.68
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0.75
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0.78
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0.57
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0.53
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0.54
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0.60
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0.62
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0.59
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0.64
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0.80
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0.89
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0.90
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0.87
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0.81
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0.83
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1.07
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1.24
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0.95
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1.00
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0.94
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0.79
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0.76
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0.69
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0.71
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0.65
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0.66
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0.61
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0.48
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0.44
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0.45
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0.45
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0.41
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0.43
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0.44
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0.44
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0.45
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0.20
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0.24
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0.28
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0.31
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0.35
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0.38
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0.42
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0.49
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0.45
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0.49
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STA.
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6+540
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0.49
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0.54
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0.59
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0.54
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0.47
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0.50
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0.47
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0.48
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0.47
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0.44
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0.41
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0.28
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STA.
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4+788
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INSTALL POOL & RIFFLE SEE DETAIL DWG. 3
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STA.
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5+718
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INSTALL POOL & RIFFLE SEE DETAIL DWG. 3
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STA.
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3+914
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INSTALL POOL & RIFFLE SEE DETAIL DWG. 3
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STA.
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2+720
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INSTALL POOL & RIFFLE SEE DETAIL DWG. 3
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STA.
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1+790
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INSTALL POOL & RIFFLE SEE DETAIL DWG. 3
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171.75
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171.90
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173.20
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173.35
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STA.
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3+914 - STA. 3+930
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0.30
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0.12
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WOODED AREA SELECTIVE REMOVAL OF TREES
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STA.
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CLEAN THROUGH EXIST. 2.5m CONCRETE CULVERT UNDER BAKER ROAD
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4+788 - STA. 4+799
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STA.
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CLEAN THROUGH EXIST. 2.5m CONCRETE CULVERT UNDER SODOM ROAD
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5+752 - STA. 5+772
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3+430
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"CAUTION"
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GAS LINE
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"CAUTION"
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GAS LINE
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T. & C. HEARN, L. SAUER
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3+914
Page 55: MW-2018-14 August 14, 2018 Mayor James M. Diodati SUBJECT ... · RECOMMENDATION 1. That City Council adopts the Engineer’s Report on the Boyer’s Creek Municipal Drain prepared

BOYERS CREEK

CITY OF NIAGARA FALLS

MUNICIPAL DRAIN

³

AutoCAD SHX Text
ENGINEERS
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SPRIET ASSOCIATES
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Drawing No.
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LIMITED
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155 YORK STREET --LONDON
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(519) 672-4100--N6A 1A8
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CONSULTING
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Field Book
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LONDON
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Drawn By:
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Date:
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JOB No.
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REVISIONS
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DATE
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No.
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Drainage Superintendent:
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NICK GOLIA
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905-356-7521 EXT. 4290
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BW
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JULY 12, 2018
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2 1 3 0 4 5
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PROFILE (BRANCHES)
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3 of 3
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0+000
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0+500
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1+000
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1+500
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2+000
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171.00
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175.00
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5 , 000
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NORTH BRANCH
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SCALE : HOR. 1 :
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VERT. 1 : 50
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0+000
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0+500
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1+000
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1+500
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2+000
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171.00
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175.00
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180.00
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5 , 000
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BRUNNING BRANCH
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SCALE : HOR. 1 :
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VERT. 1 : 50
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2+500
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EXIST. DITCH BOTTOM
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3+000
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3+046
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SOMMERVILLE ROAD
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QUEEN ELIZABETH
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HIGHWAY
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SODOM ROAD
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SAUER ROAD
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MORNINGSTAR ROAD
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ORT ROAD
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N. & A. ROCCOSANTO
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N. & A. ROCCOSANTO
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2286724 ONTARIO INC.
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W. & I. KIM
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N. & R. ZABOR
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M. BRUNNING
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W. THIEL
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C. & V. KERRIO
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(NORTH SIDE)
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SOMERVILLE ROAD
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(SOUTH SIDE)
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EXIST CONC BOX CULVERT 2.4m SPAN
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EXIST CONC BOX CULVERT 2.5m SPAN
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EXIST CONC BOX CULVERT 1.8m SPAN
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STA.
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EXIST CONC BOX CULVERT 1.8m SPAN
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EXIST CONC BOX CULVERT 1.50m SPAN
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EXIST H.D.P.E. 600mm DIA. CULVERT.
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EXIST. RIGHT TOP OF BANK
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EXIST. DITCH BOTTOM
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EXIST. RIGHT TOP OF BANK
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EXIST. DITCH BOTTOM
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MAIN DRAIN
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STA.
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0+000
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177.23
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0+242
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TOP S.W. CORNER OF
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176.80
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180.00
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MAIN DRAIN
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STA.
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0+000
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EXIST. RIGHT TOP OF BANK
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EXIST. DITCH BOTTOM
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EXIST. RIGHT TOP OF BANK
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QUEEN ELIZABETH
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SODOM ROAD
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ORT ROAD
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HIGHWAY
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SAUER ROAD
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MORNINGSTAR ROAD
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EXIST CONC BOX CULVERT 2.45m SPAN
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EXIST CONC BOX CULVERT 2.5m SPAN
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EXIST C.S.P. ARCH PIPE 1.65m SPAN
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EXIST CONC BOX CULVERT 1.50m SPAN
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N. & A. ROCCOSANTO
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N & A. ROCCOSANTO (SOUTH SIDE) R. & J. HETERICH (NORTH SIDE)
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R. & J. HETERICH
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1683163 ONTARIO LTD.
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STA.
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I. KIM TRUST
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SAUER ROAD (NORTH SIDE) G. PRINZING (SOUTH SIDE)
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G. PRINZING
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J. HARRIS
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P. & M. BRUNNING
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CONC. BOX CULVERT
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P. & M. BRUNNING
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D. WALDRON
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5 , 000
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BRANCH "A"
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SCALE : HOR. 1 :
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VERT. 1 : 50
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EXIST. RIGHT TOP OF BANK
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EXIST. DITCH BOTTOM
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EXIST CONC BOX CULVERT 1.3m SPAN
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173.00
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175.00
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180.00
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SOUTH BR.
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STA.
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0+000
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6+633
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2+068
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0+500
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NETHERBY ROAD
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UNOPENED ROAD ALLOWANCE
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J. DALLMAN L. MASSE
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A. & D. SPADZINSKI
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BOTTOM OF
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G. P. S.
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3.2m
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EXIST 400mm C.S.P.
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B. M.
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STA.
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ELEV.
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TOP S.E. CORNER OF
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CONC. BOX CULVERT
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0+834
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175.93
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APPROXIMATE WATER LEVEL MAY 13, 2013
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APPROXIMATE WATER LEVEL MAY 13, 2013
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APPROXIMATE WATER LEVEL MAY 13, 2013
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B. M.
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ELEV.
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TOP SOUTH END OF
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OF C.S.P. ARCH PIPE
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1+679
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176.01
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B. M.
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STA.
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ELEV.
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CONC. CURB OF BRIDGE
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2+278
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TOP N.E. CORNER OF
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B. M.
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177.35
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STA.
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ELEV.
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TOP NORTH END OF 400mm
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C.S.P. UNDER MORNINGSTAR ROAD
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3+034
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STA.
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B. M.
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ELEV.
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175.15
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TOP N.W. CORNER OF
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B. M.
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CONC. BOX CULVERT
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STA.
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CONC. BOX CULVERT
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ELEV.
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TOP N.E. CORNER OF
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176.13
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B. M.
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ELEV.
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0+932
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1+039
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CONC. BOX CULVERT
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STA.
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APPROXIMATE WATER LEVEL MAY 13, 2013
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B. M.
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ELEV.
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2+052
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NAIL IN HYDRO POLE
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177.07
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S. E. CORNER OF INTERSECTION
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182.00
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0+554
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APPROXIMATE WATER LEVEL MAY 13, 2013
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ELEV.
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B. M.
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TOP N. E. CORNER OF
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STA.
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178.31
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=6+633 S.BR.
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=2+250 MD
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0+531
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=2+666 S.BR.
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POOL & RIFFLE
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SCALE: N. T. S.
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FILTER BLANKET
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PROPOSED
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SHOT ROCK RIP-RAP
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DITCH BOTTOM
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FOR FULL WIDTH OF DITCH
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FISH POOL
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BENEATH RIP-RAP
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ELEV. 100.00
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2.0m
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450mm
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2.0m
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EXISTING DITCH BANK
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4:1%%P
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4:1
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98.50
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1.5m
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2.0m
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ELEV. 98.85
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0.8m
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PROPOSED DITCH BOTTOM
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PROPOSED DITCH BOTTOM
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FLOW
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176.56
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FLOW
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173.59
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174.10
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174.41
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172.50
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177.11
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0.10%%%
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0.20%%%
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0.08%%%
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0.08%%%
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175.17
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0.08%%%
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176.35
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0.08%%%
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175.73
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173.48
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174.88
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INSTALL POOL & RIFFLE SEE DETAIL DWG. 3
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0+546
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0+833
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0+950
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0+886
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1+650
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CLEAN THROUGH EXISTING 2.5m SPAN CULVERT
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ELEV. 100.00
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174.73
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INSTALL POOL & RIFFLE SEE DETAIL DWG. 3
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174.56
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0.10%%%
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175.32
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0.10%%%
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173.22
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176.07
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0.20%%%
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0.3m
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1.5m
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3.5m
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5.1m
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3.0m
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2.5m
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1.5m
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FLOW
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1.3m
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0.5m
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0.3m
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0.40m
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EXISTING AND/OR
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1.5m
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1.5m
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FLOW
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0.3m
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0.25
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EXISTING DITCH BOTTOM
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PROP. DITCH BOTTOM
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PROP. DITCH BOTTOM
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DESIGN GRADE OF "V" NOTCHES AND CROSS-SECTIONS
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NEWBURY WEIR TYPICAL
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SCALE: N. T. S.
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0+300
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REMOVE & DISPOSE OF EXIST. 1630 x 1120mm
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PIPE ARCH CULVERT. INSTALL 18m - 1600mm
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DIA., 2 . 8mm THICKNESS TYPE 2 ALUMINIZED C.S.P.
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REMOVE & DISPOSE OF EXIST. 600mm CULVERT.
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INSTALL 14m -600mm DIA., H.D.P.E. CULVERT
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REMOVE & DIPOSE OF EXIST. 400mm DIA. C.S.P.
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INSTALL 14m - 900mm DIA., 2. 0mm THICKNESS
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TYPE 2 ALUMINIZED C.S.P.
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2+271
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1+944
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175.58
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1+185
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WL=172.80
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0.61
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0.67
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0.74
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0.76
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0.78
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0.73
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0.69
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0.68
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0.67
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0.64
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0.60
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CLEAN THROUGH EXISTING 1.8m SPAN CULVERT
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INSTALL NEWBURY WEIR IN DITCH BOTTOM (TOP ELEV. 172.85) SEE DETAIL DWG. 3
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STA.
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0+000
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0+800
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CULVERT TO BE EMBEDDED 300mm BELOW DESIGN GRADE
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0.26
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0.34
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0.41
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0.48
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0.50
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0.28
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CLEAN THROUGH EXISTING 2.4m SPAN CULVERT
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0.53
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0.32
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0.35
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0.37
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0.40
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0.43
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0.44
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0.41
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0.38
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0.36
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0.44
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0.48
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0.52
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0.56
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0.60
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0.63
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0.53
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0.57
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0.61
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0.66
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0.66
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0.57
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0.47
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0.57
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0.62
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0.52
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0.59
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0.62
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0.65
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0.67
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0.68
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0.68
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0.67
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0.65
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0.61
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0.56
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0.51
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0.48
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INSTALL 10m - 1000mm DIA., 2. 0mm THICKNESS
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TYPE 2 ALUMINIZED C.S.P.
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REMOVE & DIPOSE OF EXIST LANE CULVERT
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0.07
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0.10
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0.21
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0.27
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0.32
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0.38
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0.40
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0.24
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0.37
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0.38
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0.48
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0.65
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0.37
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0.32
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0.49
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0.56
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0.61
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0.61
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0.60
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0.57
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0.57
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0.58
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0.59
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0.61
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0.61
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0.58
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0.55
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0.53
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0.52
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0.52
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0.62
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0.66
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0.62
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0.51
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0.46
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0.42
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0.44
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0.39
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0.33
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0.26
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0.27
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0.35
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0.36
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STA.
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1+185
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INSTALL POOL & RIFFLE SEE DETAIL DWG. 3
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STA.
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1+944
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INSTALL POOL & RIFFLE SEE DETAIL DWG. 3
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STA.
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2+271
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STA.
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CLEAN THROUGH EXIST. 2.5m CONCRETE CULVERT
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0+833 - STA. 0+852
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STA.
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CLEAN THROUGH EXIST. 2.5m CONCRETE CULVERT
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1+185 - STA. 1+235
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STA.
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2+433 - STA. 2+453
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STA.
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1+663 - STA. 1+681
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STA.
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CLEAN THROUGH EXIST. 1.5m CONCRETE CULVERT UNDER ORT ROAD
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2+271 - STA. 2+278
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STA.
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3+030 - STA. 3+044
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STA.
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0+242 - STA. 0+257
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STA.
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0+525 - STA. 0+594
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STA.
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0+886
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STA.
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0+933 - STA. 0+952
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CLEAN THROUGH EXISTING 1.8m SPAN CULVERT
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STA.
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0+933 - STA. 0+952
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CLEAN THROUGH EXISTING 1.5m SPAN CULVERT
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STA.
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2+054 - STA. 2+068
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STA.
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2+054 - STA. 2+068
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CLEAN THROUGH EXISTING 1.3m SPAN CULVERT
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STA.
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0+531 - STA. 0+546
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"CAUTION"
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GAS LINE
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"CAUTION"
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GAS LINE
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"CAUTION"
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GAS LINE
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"CAUTION"
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GAS LINE
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STA.
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SUPPLY & DELIVER 10 m - 1600 mm dia, 2.0 mm THICK, ALUMINIZIED, 125 mm X 25 mm COR. REMOVE AND DISPOSE OF EXISTING CULVERTS AND LEAVE FOR OWNER. INSTALLATION OF PIPE INCLUDING SUPPLY AND INSTALLATION OF BEDDING AND BACKFILL. SUPPLY AND INSTALLATION OF QUARRY STONE RIP RAP (10m³))
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1+000 +/-