HomeMy WebLinkAboutEGD-013-18Clarftwn
Engineering Services
Report
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Coordinator at 905-623-3379 ext. 2131.
Report To: Council
Date of Meeting: July 3, 2018
Report Number: EGD -013-18
File Number:
Resolution: GG -248-18
By-law Number:
Report Subject: Tooley Road Sidewalk, West Side from Nash Road to 275 meters
North
Recommendations:
1. That Report EGD -013-18 be received;
2. That the location of the proposed sidewalk on the west side of Tooley Road from Nash
Road to 275 meters north remain unchanged from the approved subdivision drawings;
and
3. That all interested parties listed in Report EGD -013-18 and any delegations be advised
of Council's decision.
Municipality of Clarington Page 2
Report EGD -013-18
Report Overview
This report provides background information and rationale for the placement of the sidewalk
on the west side of Tooley Road from Nash Road to 275 meters north.
1. Background
1.1 Tooley Road is classified as a Collector Road from Nash Road to Pebblestone Road in
the Official Plan. As per section 19.6 of the Official Plan, the design principles specify that
Collector Roads have sidewalks on both sides of the road in order to facilitate the safe
movement of pedestrians in a higher traffic area. In this case, it is unlikely a sidewalk will
be incorporated on the east side of Tooley as there is limited development potential. It is
therefore important that a sidewalk exist on the west side to provide a safe, convenient
pedestrian route that conforms to the Official Plan's objective of a balanced transportation
system that accommodates cycling and walking as an important form of active
transportation in addition to meeting our design standards wherever possible.
1.2 One of the key elements of an effective active transportation network are the `connecting
links' between the various components of the network. The Clarington Transportation
Master Plan looks at where these connecting links can be constructed. Connecting links
allow users to safely move from one area to another, including crossings of busy streets,
without long detours that discourage active transportation.
1.3 Through subdivision and site plan development, developers are required to construct
roads, sewers, sidewalks, street trees, street lighting, and other features that service the
new homes, as well as others in the community. The services that are required are
determined through the subdivision application process, and in accordance with the
Municipality's design standards.
2. Analysis
2.1 The proposed sidewalk is on the west side of Tooley Road from Nash Road to 275
meters north. With the exception of 111.5 meters north of Nash Road, the standard offset
of 0.75 m from the public road allowance has been used for the location of this sidewalk.
2.2 The location of the sidewalk at the southern portion of Tooley Road is at the back of curb,
which is usually done only as a last resort. This location is due to significant design
challenges, utility conflicts and as a result of no opportunity for property acquisitions (via
road widening), to accommodate the sidewalk in the standard location. As the sidewalk
reaches the new development, it is shown in the standard location as per the approved
subdivision and lot siting drawings.
2.3 Sidewalk at the non-standard location is not desirable for a number of reasons, including,
but not limited to:
Municipality of Clarington Page 3
Report EGD -013-18
• Inconsistent slope where driveway meets sidewalk. This also can impact our ability
to comply with AQDA standards for accessibility;
• Utility cabinets located behind sidewalk and closer to house fronts;
• Inconsistent location for underground services and utilities;
If a utility company or municipal works were to require exposing a service in the
driveway, it would impact the entire driveway;
• Less separation between vulnerable pedestrians and the vehicles using the road;
• Trees could not be planted between the sidewalk and the road. These trees aid in
traffic calming, create a nicer experience for pedestrians and aid in reducing heat
traps caused by a lack of a tree canopy;
• The sidewalk width would have to be increased to 1.8 meters. This increases the
cost of the sidewalk by 20% or more and also increases the Municipality's long
term maintenance costs;
No boulevard snow storage area for snow that is ploughed off the road resulting in
the residents potentially having to clear their entire property frontage of snow
rather than just their driveway width;
Should the road need to be widened in the future, the sidewalk would have to be
replaced, resulting in higher costs.
2.4 A copy of our design standard for a 26.0 m Collector Road, C-206, is provided as
Attachment 1 for your reference. The standard highlights the location of all utilities
required within the public road allowance.
2.5 Demonstration plans as well as engineering design drawings for the subdivision were
available for potential purchasers to view prior to purchase. These drawings clearly show
the sidewalk at the standard location. Attachment 2 shows the proposed sidewalk as
provided in the approved subdivision plans. Attachment 3 shows a sample house siting
plan for one of the homes within the approved subdivision which also shows the sidewalk
location_
3. Concurrence
Not Applicable
Municipality of Clarington Page 4
Report EGD -013-18
4. Conclusion
4.1 The location of all services on which the public depend are provided through our public
road allowance. The Official Plan defines the location of residential, commercial and
industrial development so they may be serviced via our public road allowances. Our
design standards are developed in consultation with utility stakeholders and define a
specific location for each service both vertically and horizontally within the public road
allowance. This methodology permits us to locate services to meet long term needs and
expectations and also prevents confusion and conflict between stakeholders of the
services, the Region of Durham, utility companies and the Municipality. Significant effort
and coordination is undertaken to develop location standards and staff advise we adhere
to these standards.
4.2 It is respectfully recommended that the proposed sidewalk within the plan of subdivision
be located using the standard offset of 0.75 m from the public road allowance as was
approved.
5. Strategic Plan Application
The recommendations contained in this report conform to Priority 4 of the 2015 - 2018
Strategic Plan initiatives to "Enable safe, efficient traffic flow and active transportation".
Submitted by:
Anthony Cannella,
Director of Engineering Services
Reviewed by:
Andrew C. Allison, B. Comm, LL.B
CAO
Staff Contact: Ron Albright, Assistant Director, 905-623-3379 ext. 2305 or
RAIbright@clarington.net
Attachments:
Attachment 1 - 26.0 m Collector Road Design Standard
Attachment 2 - Approved Subdivision Plan
Attachment 3 - Sample House Siting Plan
The following is a list of the interested parties to be notified of Council's decision:
Margaret Sessa
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All dimensions are in metres unless otherwise noted.
Muq&ipality of Clarington Engineering Services Department
CHECKED
REVISION N0.
APS 26m ROAD ALLOWANCE -URBAN REVISION DATE
APPROVED DATE 14.5m PAVEMENT C-206
APRIL 2004
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NOTE:
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EXISTING CURB do GUTTER FROM SOUTH P/L OF LOT 1 TO
NORTH P/L OF LOT 9 TO BE REMOVED AND RESTORED TO
CLARINGTON STD C-302,
ALL CURB DEPRESSIONS TO BE 6.00m WIDE FOR RESIDENTIAL DRIVEWAYS.
CURB DEPRESSION FOR DRIVEWAY ACCESS TO BLOCK 10 TO BE 20.00m WIDE.
134
-
EXISTING
EXISTING GROUND RESIDANCE
133
TOOLEY ROAD
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Attachment 2 to Report EGD -013-18
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G ADING N TES
1) THIS LOCATION AND ELEVATION OFLL EXISTING UTILITIES AND SERVICES
TO BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING
CONSTRUCTION. CONCERNED UTILITIES TO BE GIVEN ADVANCED NOTICE
FOR STAKE OUT. THE CONSULTANT ASSUMES NO RESPONSIBILITY FOR
THE ACCURACY OF THE UTILITIES SHOWN ON THE DRAWINGS.
2) QUANTITIES, DIMENSIONS AND ELEVATIONS TO BE VERIFIED BY THE
CONTRACTOR PRIOR TO ORDERING MATERIALS OR COMMENCING
CONSTRUCTION.
3) ALL SLOPES TO BE 3:1 (MAXIMUM) UNLESS OTHERWISE NOTED ON THE
DRAWINGS.
4) ALL SWALES SHALL BE CONSTRUCTED WITH 2% MINIMUM GRADE UNLESS
OTHERWISE NOTED ON THE DRAWINGS.
5) ALL SLOPES AND SWALES SHALL BE SODDED ON A MINIMUM OF 150mm
OF TOPSOIL.
6) ALL DISTURBED AREAS WITHIN THE TOOLEY ROAD, CENTERFIELD DRIVE AND
NASH ROAD BOULEVARDS TO BE RESTORED WITH SOD ON A MINIMUM OF
150mm OF TOPSOIL.
7) PROPOSED SIDEWALKS TO BE SAWCUT. DO NOT TROWEL EXPANSION
JOINTS.
8) ALL SWALES SHALL BE CONSTRUCTED AT 0.15m MINIMUM DEPTH UNLESS
OTHERWISE NOTED ON THE DRAWINGS.
9) PROPOSED DRIVEWAY ACCESS TO BLOCK 10 DEVELOPMENT OFF CENTERFIELD DRIVE
AND TOOLEY ROAD SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE
APPROVED BY THE ENGINEER:
300mm GRANULAR 'B'
150mm GRANULAR 'A'
- 50mm HLB ASPHALT
40mm HL3 ASPHALT
10) SUFFICIENT EXISTING PAVEMENT, CURB
AND BOULEVARD WORKS TO BE REMOVED
AND RESTORED TO PROVIDE A SMOOTH NO. DATE
TRANSITION TO EXISTING. EXTENT OF REvlslo
REMOVAL AND RESTORATION TO BE
DETERMINED BY MUNICIPAL FIELD STAFF. APPROVED
11) BLOCK 10 LAND BETWEEN LOT 6
AND LOT 7 TO BE RESTORED WITH
150mm TOPSOIL AND SOD AND BE DIRECTOR,ENGINEERING SERVICES
MAINTAINED BE THE DEVELOPER MUNICIPALITY OF CLARINGTON
APPROVED AS TO FORM IN RELIANCE UPON THE
UNTIL DEVELOPMENT OF BLOCK 10 PROFESSIONAL SKILL AND ABILITY OF D.G.BIDDLE
AND ASSOCIATES AS TO DESIGN AND SPECIFICATION
12) RESPECTING ALL WORK IN THE
MUNICIPAL RIGHT OF WAY, THE DATE I
CONTRACTOR IS TO PROVIDE AT LEAST 48 CORPORATION OF THE MUN
HOURS PRIOR NOTICE TO OUR ENGINEERING SERVIC
TRANSPORTATION N AND DESIGN STAFF AT
905-623-3379. T00 LEY MILLS SUB. ,
13) A ROAD OCCUPANCY PERMIT WILL BE COU RTI C E,
REQUIRED FOR ANY WORK DONE IN THE
MUNICIPAL ROAD ALLOWANCE.
14) ALL RESTORATION OR WORK DONE IN PHASE
THE ROAD ALLOWANCE MUST BE
COMPLETED AS PER MUNICIPAL FIELD LOT GRAD
STAFF DIRECTION.
15) THE PERFORMANCE GUARANTEE WILL NOT
BE REFUNDED BY THE MUNICIPALITY OF
CLARINGTON UNLESS THE WORKS HAVE
BEEN INSPECTED BY MUNICIPAL FORCES
AND DEEMED TO BE COMPLETE AND (4
D. G. Biddle S� A
SATISFACTORY. , consulting engine
16) EXISTING CURB & GUTTER FROM SOUTH ss KING STREET EAST
P/L OF LOT 1 TO NORTH P/L OF LOT 9 PHONE (905)576-850(
TO BE REMOVED AND RESTORED TO info®c^Jgbidc
CLARINGTON STD C-302.
17) ALL CURB DEPRESSIONS TO BE 6.00m �aFEssro,�
WIDE FOR RESIDENTIAL DRIVEWAYS. CURB S SCALE:
DEPRESSION FOR DRIVEWAY ACCESS TO
BLOCK 10 TO BE 20.00m WIDE. ` m r%DA1AIKI DV.
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1.26 ' FIN. ENTRY 133.90
FIN.BSMT SLAB 131.68
U/S FTG 131.45
WEEPERS TO BE PUMPED
3. TO STORM CONNECTION
INVERTS NOTED ARE PROPOSED
ELEVATIONS. AS—BUILT ELEVATIONS
1 TO BE CONFIRMED ON SITE
cc)E
14.48
E
UNDERSIDE OF FOOTING MAY BE
LOWER THAN ELEVATION NOTED
A 1. 6 1,2B
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DUE TO EXIST. CONDITIONS.
a
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ELEV A
EXACT DEPTH OF FOOTING TO
o BE DETERMINED ON SITE DURING
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,o EXCAVATION FOR FOOTING.
1R
UNDISTURBED NATIVE SOIL.
<
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p PORCH HEIGHT 0.55
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NOTES:
BUILDER TO VERIFY SERVICE
_
CONNECTION INVERTS PRIOR
- .._..._.... - •--.--.___....----._........_._.......--
X 525mm STM 0.81
TO CONSTRUCTION.
BUILDER TO ENSURE 1.2m
COVER ON ALL FOOTINGS.
FOOTINGS TO BEAR ON
TOOLEY ROAD
UNDISTURBED NATIVE SOIL.
CONSULTANTS DECLARATION: THIS PROPOSAL CONFORMS WITH THE MUNICIPAIJ YS
GRADING CRITERIA AND APPROVED SUBDIVISION MASTER LOT GRADING PLAN AND THE
PROPOSED HOUSE TYPE IS COMPATIBLE WITH THE GRADING. THE PROPOSED DRIVEWAY
LOCATION DUES NOT CONFLICT WITH ADJACENT DRIVEWAYS, WALKWAYS, CATCH IN.
HYDRANT, VALVE OR ANY STREET UTILI
DATE -J .�, /.1-IREVIEWED BY. ......... ............
ZONING INFORMATION
LOT AREA 502.52'2
LOT COVERAGE 223.80'2 44.5%
(INCLUDES PORCH)
Q?,OFESS101,,4
2 m
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Attachment 3 to Report EGD -013-18
REFER TO CONNECTION
DETAIL
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SCALE: N.T.S.
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RODENT SCREEN - ACfUAL ROUTING LOCATION
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