Download Supplementary Specifications and Detailed

CoQuitlam
City of Coquitlam
Supplementary Specifications and Detailed
Drawings to MMCD 2000 Edition
Operations Department
3000 Guildford Way
Coquitlam, BC
V3B 7N2
Doc# 1230917
updated March
2015
TABLE OF CONTENTS
.2
156]
Environmental Protection
2104
Shrub and Tree Preservation
2210
Site Grading
3
222 I
Rock Removal
4
2223
Excavating. Trenching and Backfilling
4
2224
Roadway Excavation Embankment and Compaction
4
2226
Aggregates and Granular Materials
5
2231
Reshaping Granular Roadbed
5
2233
Granular Rase
5
2234
Granular Subbase
5
2235
Reshape Existing Suhgrade
6
2512
Hot-Mix Asphalt Concrete Paving
6
2523
Concrete Walks, Curbs and Gutters
10
2666
Waterworks
JO
272!
Storms Sewers
12
2725
Manholes and Catchhasins
14
2731
Sanitary Sewers
IS
2732
Sewerage Forcemains
IS
283 I
Chain Link Fences and Gates
I6
2921
Topsoil and Finish Grading
17
2933
Seeding
17
2934
Hydraulic Seeding
1$
2938
Sodding
IS
2950
Planting of Trees. Shrubs and Groundcovers
19
2960
Irrigation
21
.
3
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
1561
-
July 24/2003
Environmental Protection
1.0
General
1,3
Drainage
Replace 1.3 0 Drainage as follows:
“1.3 Drainage, Erosion and Sediment Control
“Properly drain all portions of the site. Protect the site and the watercourses
to which it drains, directly or indirectly, against erosion and siltation in
accordance with a Sediment Control Plan under the City of Coquitlam Stream
and Drainage System Protection Bylaw No. 3447, 2001 during construction
and until the maintenance period is completed. Ensure no silt, gravel, debris
or other deleterious substance resulting from construction activity discharges
into existing drainage systems or watercourscs or onto highways or adjacent
property. The Contractor is responsible for all damage that may he caused by
water backing up or flowing over, through, from or along any part of the work
or otherwise resulting from his operations.
—
Keep existing culverts, drains, ditches and watercourses affected by the work
clear of excavated material at all times. When it is necessary to remove or
alter any existing drainage structure, provide suitable alternative measures for
handling the drainage. Adequately support culverts arid drainpipes across
trenches to prevent displacement and interference with the proper flow of
water due to trench settlement.
Sweep streets, and clean catchhasins, manhole sumps, detention tanks, and
maintain siltation controls as often as the Manager deems necessary.
Follow all Federal and Provincial regulations and guidelines respecting
protection of fish, fish habitat, and watercourses.
1.6
Pollution Control
Add to 1.6 Pollution Control as follows:
.5 Immediately contain and clean up any leaks and spills of prohibited
materials on the job site.
.6 Ensure that a well-stocked spill kit is on-site at all times and that the
Contractor’s employees are familiar with appropriate spill response
techniques.
.7 Immediately notify the Contract Administrator of any leaks or spills of
prohibited materials that occur on the job site.
.8 Ensure that any fuel stored on-site is located at least 15 metres from the
nearest stream, and is placed within a hermed and lined area, in order to
prevent leaks or spills into the environment,
.9 Ensure that no equipment fueling or servicing is conducted within IS
metres of a stream.
I .9
Archaeological/
Historical Resources
Add 1.9 Archaeological/Historical Resources
Immediately cease work and inform the Contract Administrator, if any
archaeological or historical resources are encountered during construction.
Leave these resources in place and do not disturb them in any way.
Page 2
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
2104
July 24/2003
Shrub and Tree Preservation
2.0
Products
2.1.10
Materials
Add Clause 2.1, TO: Protective Fencing: Posts Pressure treated wood
100mm dia.: Post to be 1.8m to 2.Om in height at 2Mm O.C. Snowfence
Dupont L-70 or approved equivalent; flagging Tape -4” Orange glow
7ree Retention Area’.
-
-
-
3.0
3.0.1
Execution
Add Clause 3.0.!: The Contractor is responsible to minimize damage to all
trees which are to remain.
Add Clause 3,0.2: The Contractor will he responsible for all claims and
costs including the cost of examination by an Arborist, repair, removal and
replacement of trees, as required by the Arhorist and the Contract
Administrator for tree damage where proper notification was not received
from the Contractor. Damage will he assessed based on the International
Society of Arhoriculture Guidelines. The term shall he for a period of one
year following the date of Total Performance of the contract work.
3,0.2
3,1.7
Existing Trees
Add Clause 3.1.7: Place protective fencing/barricades as detailed on
Standard Drawing COQ-Rl5. Contractor shall maintain fence in good
condition during construction.
3.1.8
Add Clause 3,1.8: When work is to be performed inside fenced areas,
Contractor shall take care to avoid damage to existing vegetation. Work to
he done inside areas of existing vegetation to he retained includes:
• I Removal of isolated trees as directed by Contract Administrator.
.2 Selective pruning and tree removal at edges to create tidy and wellshaped forest edge.
.3 Placing planting soil and planting of trees.
3.1.9
Add Clause 3. 1.9: Do not park, service or fuel vehicles within the
vegetation retention areas.
3.4
2210
1.4
Pruning
Add Clause 3.4.2: Do not cut roots or branches of retained trees without
approval of Contract Administrator.
Site Grading
Measurement and
Payment
Delete Clause 1.4.4 and replace with: Where determined by the Contract
Administrator that truck box volume will he used to determine excavation
quantities the volume per load shall he determined using 75% of the struck
box quantity.
1.4.8 Replace reference to Section 2210 with Section 2224, 1.8.5
Page 3
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
2221
July 24/2003
Rock Removal
1.0
General
1.7
Seismic Survey
Delete Clause 1.7.1: Contract Administrator will arrange for professional
assessment of adjacent buildings and structures to determine existing
conditions and will provide the Contract Administrator and the building and
structure owners with proposed blasting procedures and copies of
assessment reports and seismic recording operations.
and replace with: Contractor will arrange for assessment of adjacent
buildings and structures to determine existing conditions and will provide
building and structure owners with proposed blasting procedures and copies
of assessment reports and seismic recording operations.
1.7.2
Seismic Survey
Delete Clause 1.7.2: Cost of seismic survey and monitoring reports will be
paid by Owner
and replace with: Cost of professional seismic survey and monitoring
reports will he paid by Contractor.
2223
Excavating, Trenching and Backlilling
2.0
Products
3.6.3.1
Surface Restoration
Delete Clause 3.6.3.): Restore surface with minimum
base material.
75mm
granular road
and replace with: Restore surface with minimum 100mm of 19mm granular
road base material.
2224
1.0
1,8
Roadway Excavation Embankment and Compaction
General
Measurement for
payment
Delete Clause 1.8.5.2: Initial cross-sections will be taken al’ter clearing and
grubbing and stripping of topsoil, and immediately prior to excavation of
material to he incorporated into work.
and replace with: Cross-sections will be taken after clearing and grubbing
and after stripping of topsoil immediately prior to excavation of material to
he incorporated into work.
Delete Clause 1.8.5.4 Where the average thickness of excavation is less
than 0.5 metre, volume will be established from loose truck box volume as
determined by Contract Administrator.
and replace with: Where determined by the Contract Administrator that
truck box volume will be used to determine excavation quantities the
volume per load shall he determined using 75% of the struck load quantity.
Page 4
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
July 24/2003
Delete Clause 1.8.8 Measurement for peat excavation and off-site disposal
will he made by loose truck box volume is a watertight truck.
and replace with: Where determined by the Contract Administrator that
truck box volume will he used to determine excavation quantities the
volume per load shall he determined using 75 of ihe struck load quantity.
2226
2.0
2.7
2231
1.4
Aggregates and Granular Materials
Products
Granular Pipe Bedding
and Surround Material
Recycled concrete and surround material with prior approval of the
Contract Administrator.
Reshaping Granular Roadbed
1.4.3 Delete sentence: Measurement will be made by loose truck box
Measurement and
volume of the suitable material brought to the site and incorporated into the
Payment
work.
And add: Where determined by the Contract Administrator that truck box
volume will he used to determine excavation quantities the volume per load
shall he determined using 75Sf of the struck load quantity.
2233
Granular Base
3.0
Execution
3.5
Proof Rolling
Add Clause 3.5.7: Prior to paving with asphalt concrete, the base surface
shall he checked by the Contract Administrator, for defleetions utilizing a
Benkleman Beam, in order to insure that the final rebound requirements can
he obtained with the asphalt pavement. In the event that such deflection are
in excess of those required to produce the final standards. than the base
shall he adequately strengthened by additional gravel or asphalt concrete to
insure that ThaI dellections as follows are not exceeded.
The Benkleman spring rebound value of the completed pavement surface
shall not at any point exceed 0.75mm for arterial industrial roads and lanes.
1.15mm for collector roads, and 1.5mm for local roads and lanes as
determined in the procedures outlined in the Transportation Association of
Canada publication “Pavement Management Guide”.
2234
Granular Subbase
2.0
Products
2.1
Specified Materials
Delete Clause 2.1 .1.2: 75mm pit run gravel.
Delete Clause 2.1.1.4: pit run sand
Delete Clause 2.1.1.5: approved native material
Page 5
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
2235
1.4
July 24/2003
Reshape Existing Subgrade
Measurement and
Payment
1.4.2 Delete sentence: Measurement will be made by loose truck box
volume of the sub-base brought to the site and incorporated into the work.
And add: Where determined by the Contract Administrator that truck box
volume will be used to determine excavation quantities the volume per load
shall he determined using 75% of the struck load quantity.
1.4.2
2512
Measurement and
Payment
Delete last sentence: Measurement will he made by loose truck box volume
of the sub-base brought to the site and incorporated into work.
[lot-Mix Asphalt Concrete Paving
TM is specified in the Contract Documents
The following specifications shall apply where Superpave
2.1
Materials
Add new clause 2.1.5:
’
tm
“Asphalt Cement: For Superpave
volumetric mix design the asphalt cement shall meet or exceed Performance
Grade PG 64-22.
The asphalt supplier shall be required to
submit test results conforming to the PG specifications, All documented
technical data, including softening curves on the asphalt must he supplied to
the Contract Administrator.”
Add new clause 2. 1.6:
’ volumetric mix design the following shall
tm
“Aggregates: For Superpave
apply:
.1 Source Acurecate Properties
Suurce Aggregate Properties such as toughness, soundness and deleterious
materials shall he considered as acceptance criteria. The criteria are listed
below:
Property
Criteria
Procedure
Toughness
Soundness
Deleterious
Material
max 35%
max 10%
max 5%
ASTM C 13 I
ASTM C88
ASTM C142
The contractor shall provide a statement confirming the source compliance
with the project specifications based on certified test data,
Page 6
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
July 24/2003
.2 Consensus Aecrecate Properties
Consensus Aggregate Properties such as coarse aggregate angularity. line
aggregate angularity, flat and elongated particles and clay content are
evaluated in conjunction with traffic volume and position within the
pavement structure. The Following design specifications are based on a
traffic level of 3 to 30 million ESALs with design mat thickness less than
100mm depth.
Coarsc Aggregate Angularity: at least 95% oFtite coarse aggregate shall
have one or more freshly fractured faces and at least 90% shall have two or
more freshly fractured faces as determined by ASTM D5821, “Test Method
Jèr Determining the Pei-centage of Fractured Particles in Coarse
Aggregate” or MOTH BC test procedure BCI-l 1-13, “Fracture Count’.
Fine Aggregate Angularity: tested to AASHTO TP33, “Test Method for
Uncompacred Void Content of Fine Aggregate (as Influenced b) Particle
Shape, Surface Texture and Grading)’’ shall he a minimum of 45’Z
Flat and Elongated Particles: This characteristic is the percentage hy weight
of coarse aggregates that have a maximum to minimum dimension of
greater than five. The test procedure used is ASTM D4791. “Flat Particles,
Elongated Particles or Flat and Elongated Particles in Coarse Aggregate
The combined value shall not exceed 10%.
Clay Content: The purpose of this test is to indicate the relative proportions
of plastic fines and dust in fine aggregates that pass the 4.75 mm sieve. It is
measured by ASTM D24 19, “Test Method far Sand Equivalent vcdue of
Soils and Fine Aggregate The sand content shall meet minimum 45%
requirement.
‘‘.
Gradation: The design aggregate structure shall lie between the Control
’
tm
Points and avoid the Restricted Zone for the following Superpave
mixtures when tested lo ASTM C136 and ASTM Cl 17:
SuperpaveTM 19 mm Nominal Size for Lower Course
Sieve
25
19
12.5
9.5
4.75
2.36
1.18
0.600
0.300
0.150
0.075
Control Poinis Restricted Zone (mm) Boundary
Max.
Max. Mm.
Mm.
90.0
100.0
100.0
90.0
23.0
49.0
2.0
8.0
34.6
22.3
16.7
13.7
34.6
28.3
20.7
13.7
Page 7
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
July 24/2003
SuperpaveTM 12.5 mm Nominal Size for Upper Course
Sieve Control Points Restricted Zone (mm) Boundary
Max.
Mm.
Max.
Mi
100.0
19
12.5
90.0
100.0
90.0
9.5
4.75
58.0
39.1
39.1
2.36
28.0
31.6
25.6
1.18
19.1
23.1
0.600
15.5
0.300
15.5
0.150
10,0
2.0
0.075
It is recommended that the gradations pass below the restricted zone. but
this is not a requirement. The contractor shall provide a gradation curve
based on the results of at least five (5) samples for each aggregate type. The
curve shall note the upper and lower limits of the production control
process.”
2.2.3.2
Mix Design
Change Marshall Stability for both lower and upper course to “10 kN mm”.
7
Add new clause 2.2.4:
“For Superpave
TM volumetric mix design the foillowing shall apply:
.1 Design of mix will follow volumetric procedures as published in the
TM volumetric mix design
Asphalt Institute Manual SP-2, Superpave
TM
modified by AASFITO PP-28 (standard practice for Superpave
volumetric mix design for hot mix asphalt).
TM volumetric mix design using a
.2 iThe contraclor shall provide Superpave
gyratory compactor.
.3 Should it become necessary to change the source of aggregates or
asphalt cement, a new mix design shall he completed and submitled to
the Contract Administrator for review and approval. This cost shall he
the responsibility of the contractor.
.4 A Quality Control Plan (QCP) shall he submitted to the Contract
Administrator at the preconstruction meeting. No paving will be
permitted until the QCP has been approved by the Contract
Administrator. The QCP shall include a monitoring procedure to
confirm stockpile and plant aggregate gradations, determination of
moisture content during production. gradation testing at start of
production to confirm conformance to design mix and monitoring of
mixing temperature.
The contractor shall employ qualified personnel, including at least one
certified technician to implement and oversee the QCP.
” design gyratory compactive effort shall he based on
T
.5 The Superpave
the following criteria which is selected for traffic volume of 3 to 30
million ESALs unless modified by the Contract Administrator.
Page 8
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
July 24/2003
Number of Gyrations
S
N-initial
100
N-design
160
N-maximum
.bAt least three (3) weeks prior to paving the contractor shall provide mix
designs to the Contract Administrator for review and approval. An oft’site lest strip may he required to evaluate the workability. compactahility.
rolling patterns and in-situ mix properties. Test strips shall be a minimum
of one (I) paver width by ten (10) metres long at the thickness required in
the contract. The test strip shall he measured by the tonne as verified by
weigh slips and paid for at the unit price hid per tonne. Perform
evaluation of moisture sensitivity of design mixture in accordance with
TM mix desien requirements.
AASHTO T283, as per Superpave
.7 During plant production, the gradation of the asphalt mix shall be tested.
Samples shall he obtained at the plant both prior to and after the addition
of the asphalt cement. Test results shall be made available as soon as
possible to allow ‘or adjustments to the process. The mixture properties
shall be within the following tolerances ol the design.
Gradation Tolerance (%)
÷1-5
4.75 mm sieve and lareer
+1- 4
2.36 mm
+1- 3
0,600 mm
+1- 2
0.300 mm
±1- 1.5
0.07 5 mm
The aggregate gradation should not exceed the “Control Points” even if
the aggregate is within the permissible tolerance limits.
In no case may the sample gradation curve cross the maximum density
line in the restricted zone.
Mixture Properties Criteria
Asphalt Content % by total mix ± 0,3
4.0 + 1.0
Air Voids %
Voids in Mineral Aggregate:
13.0 mm.
For 19mm Nom, Size
For 12.5mm Nom. Size ‘A 11.0 mm.
65 75
Voids tilled with Asphalt cf
0.6 1.2’
Dust Proportion
—
—
3.6.1
Placing
Clause 3.5.4.3:Add “except for local residential streets uhere the
maximum lilt thickness for asphalt paving is 75 mm, Minimum lilt
thickness for surface course shall not he less than 35 mm for local
residential streets arid 50mm for other classes of roads.’’
Compaction
tM Asphalt the following shall apply:
Add ‘For Superpave
Roll asphalt continuously to a density between 94% to 96% of the
Theoretical Maximum Relative Density of the mix. A minimum of four (4)
out of five (5) consecutive density tests shall meet this criteria. No
individual test shall he less than 92%, A Quality Control Plan (QCP) shall
he submitted to the Contract Administrator prior to paving which shall
include full details of the paving equipment. rate of placement. proposed
rolling patterns br hreakdo\% n. intermediate and finishing rollers, in-situ
density testing during and after compaction and monitoring of temperature
of the asphalt mix in the trucks.”
Page 9
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
3.7
2523
3.9
Joints
July 24/2003
Delete clause 3.7.5 in its entirety and
Add: “Construct butt joints as directed in the held by the Contract
Administrator.”
Concrete Walks, Curbs and Gutters
Expansion Joints
Delete: 3.9.1: Form transverse expansion joints at both ends of curb returns
and at a maximum spacing of 9m for sidewalks, 9m for curb and gutter, at
each end of driveway crossings and at tangent points on circular work.
and replace with: Form transverse expansion joints at both ends of curb
returns and at a maximum spacing of 9m for sidewalks, 3Dm for curb and
gutter, at each end of driveway crossings and at tangent points on circular
work and on either side of catchhasins,
3.9.4
Delete 3.9.4: Bond break compound may he used in lieu of expansion joint
between sidewalk and hack of abutting curb and gutter or where applicable
between sidewalk and back of abutting utility strip or sidewalk inlill.
and replace with: Bond break compound maybe used in lieu of expansion
joint between sidewalk and hack of abutting utility strip or sidewalk infill.
2666
1.0
1.8
Waterworks
General
Measurement and
Payment
Clause 1.8.1 and add: Refer to Coquitlam Supplementary Detail Drawings
where available.
Clause 1.8.5 Delete last sentence: Measurement for service connections will
he for complete service installed, with no regard to the length of the service
pipe installed.
And replace with: Measurement for service connections will he made at the
unit price hid in the tender form measured from the center of the main to the
terminus of the service.
Amend Clause 1.8.5: Delete reference to Standard Detail Drawings W2a.
1.8.7
2.0
Products
2.2
Mainline Pipe. Joints
and Fittings
Ductile Iron Pipe
2.2.1.1
Pipe: to AWWA C 151, and shall meet the following Pressure Class or
Thickness Class:
I 00mm 200mm PC 350 or Thickness Class 50
250 mm and greater Thickness Class 50
-
—
-
2.3
2.3.1.4
Valves and Valve Boxes
Delete Clause 2.3.1.3: Gate valves 400mm and larger to have gear
operators.
and replace with: Valves 400 mm and larger to he butterfly valves.
2.3.4
Delete Clause 2.3.4: Blowdown or Blow-Oft Valves: 50mm to AWWA
C800 for working pressure 1035 kPa threaded ends. 75 mm to 300mm as
specified for mainline gate valves.
and replace with: Blowdown or Blow-Off Valves: 50mm to 300mm as
specified for mainline gate valves.
Page 10
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
July 24/2003
2.3.6.1.2
Delete 2.3.6.1.1 and 2.3.6.1.2 and replace with: Circular type to he
MR Style valve box.
2.3.7.2
Delete 2.3.7.1 and 2.3.7.2 and replace with: Service valve boxes shall be as
shown in Standard Detail drawing W2b, The circular type valve box shall
be Nelson style PVC or cast iron in boulevard areas or MR Style in
roathvays.
2.3.7.3
Valves and Valve Boxes
Delete Clause 2.3.7.3: Curb stop valve boxes (300mm from property line)
alternative on 19 mm dia. to 50mm dia. services without operating rods to
he assembled as specified for Mainline Valve Boxes 2,3.6.1.2 and 2.3.6.2.
and replace with: Curb stop valve boxes (300mm from property line)
alternative on 19 mm dia. to 38mm dia. services without operating rods to
be assembled as specified for Mainline Valve Boxes 2.3.6.1.2 and 2.3.6.2.
and shown on Standard Detail Drawing W2b.
-
2.3.7.5
Delete Clause 2.3.7,5: Corporation stop valve boxes (at mainline tees or
tappings) on services 75 mm dia. and larger as specified for Mainline Valve
Boxes,
and replace with: Corporation stop valve boxes (at mainline tees or
tappings) on services 50mm dia. and larger as specified for Mainline Valve
Boxes per supplementary drawing Coq W2e and W2f.
2.5.1
Service Connections,
Pipe, Joints and Fittings
Delete Clause 2.5.1: Pipe diameter 19 mm to 75 mm to be Polyethylene to
AWWA C901, Pressure Class 160 tubing certified to CSA B137.l or Type
K annealed copper to ASTM B88M
and replace with: Pipe diameter 19 mm to 75 mm to he Type K annealed
copper to ASTM BS8M,
2.8
Granular Pipe Bedding
And Surround Material
Add Clause 2.8.3: Shall conform to Type 2 gradation.
3.0
Execution
3.10.13
Service Connection
Installation
Add Clause 3,10.13: Service connections off existing mains to he wet
tapped by the Contractor under the supervision of the Contract
Administrator.
3.12
Hydrants
Clause 3.12.1 and add: Standard off-set from property line shall he I .0
metres.
3.23
Connections to Existing
Mains
Delete Clause 3.23.1: Connections to existing waterworks systems will he
made by the Municipality. Make all necessary arrangements with the
Contract Administrator to schedule work to prevent construction delays.
and replace with: Connections to existing waterworks systems will he made
by the Contractor under the supervision of the Contract Administrator.
Make all necessary arrangements with tile Contract Administrator to
schedule work to prevent construction delays.
Page 11
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
July 24/2003
3.23,2
Add Clause 3.23.2: Provide written notification to all affected residents a
minimum 24 hours prior to service interruption.
3.23.3
Add Clause 3.23.3: Arrange shutdown of the existing valves by the City.
Contractor shall not operate any valves without prior approval of the
Contract Administrator.
3.23.4
Add Clause 3.23.4: Provide temporary service while existing service is
interrupted as detailed in Contract Drawings or Detailed Specifications.
3.23.5
Add Clause 3.23.5: Fittings used for tie ins should he cleaned of all
foreign material and sprayed with a 1% hypochlorite solution prior to
assembly. Disinfect all pipes and fittings installed at the connection.
3.23.6
Add Clause 3,23.6: Contractor shall he responsible for the costs for the
City to flush and purge all air from existing mains and services in the
area affected by the service interruption.
2721
Storms Sewers
1.0
General
1.6
Measurement for
Payment
Clause 1.6.3 Delete last sentence: Measurement for service connections
will be for complete service installed, with no regard to the length of the
service pipe installed.
and replace with: Service connections will he paid at the unit price hid
per linear metre of service installed measured horizontally from the
centreline of mainline to the copped end (exclusive of length of riser or
inspection chamber). Connection to existing main and tie-in of existing
service connection at property line will he incidental to payment for
service connection. Payment includes scope defined in 1.6.2.
1.6.4
Delete last sentence: Payment includes all applicable work described in
1.6.2 and will he made under Section 2725— 1.5.2.
And replace with: Payment includes all applicable work described in
1,6.2 including riser pipe required and will he made at the unit price
tendered for each inspection chamber installed.
1.6.9
Delete Clause 1,6.9: Tie-ins to existing storm sewer systems will be paid
as lump sums Ihr each tie-in shown on Contract Drawings and described
on Form of Tender.
and replace with: Tie-ins to existing storm sewer systems, to he
incidental to the payment items for storm sewer,
Page 12
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
July 24/2003
2.0
Products
2.4
Spiral Rib Pipe-Steel
This section shall only apply where Spiral Rib Pipe-Steel is specified in
the contract plans and specifications.
2,5
Service Connections
2.5.1 Replace 100 minimum diameter with 150 minimum diameter.
Delete Clause 2.5.8: Connections to ribbed PVC pipe to he made with a
preformed tee or wye fitting when connection is up to two sizes smaller
than mainline pipe. For these pipes, in-situ installation of tees or wyes
involving cutting across pipe ribs is not permitted. For connections
more than two sizes smaller than mainline pipe, an insertable tee for
ribbed PVC pipe is permitted. When an insertable tee is used, hole cut
into mainline pipe to cut as few ribs as possible.
2.5.8
and replace with: Connections to ribbed PVC pipe to be made with a
manufactured wye fitting where wye locations are known in advance.
For connections to ribbed PVC mainline pipe larger than 450 mm an
insertable tee for ribbed PVC pipe is permitted for connections more
than two sizes smaller than mainline pipe. When an insertable tee is
used, hole cut into mainline pipe to cut as few ribs as possible
Add Clause 2,5.11: Insertahle tee fitting shall have a rubber collar which
inserts into the mainline pipe to form a tight seal and shall have stainless
steel band to secure the tee insert. The tee insert shall be a standard bell
end with depth control tugs.
2,5,11
Add Clause 2.3.12: Rubber couplings for gravity sewers shall have
stainless steel shear bands along the body of coupling.
2.7
Granular Pipe Bedding
and Surround Material
Add Clause 2.7.3: Pipe bedding shall be 19 mm clear crushed rock or as
approved by the Contract Administrator.
Surround material above the springline within the pipe zone may he
Type 2.
Page
13
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
3.0
Execution
3.8
Connections to
Existing Mainline
Pipes
July 24/2003
Add Clauses: Connections to existing mainlines 450 mm and smaller
shall he made by removal of the section of the main and replacement
with a manufactured PVC wye complete with stubs and double huh PVC
couplings for PVC mains and approved shear band couplings for other
mainline materials.
Connections Lo existing concrete mainline and mainlines larger than 450
mm shall he made in accordance with this section and will he made
using a core cutler.
3.10
Service Connection
Installation
The Contractor shall video inspect all connections to existing mains
following completion of the installation.
Clause 3.10.1: Install service connections to 3,6 and as shown on
Slandard Detail Drawing S8.
3.10
Service Connection
Installation
and add: Inspection chambers shall he provided on all storm service
connections as per Siandard Detail drawing S7
2725
Manholes and Catchhasins
2.0
Products
2.1
Materials
Delete Clause 2.1.11: Catchhasin leads to he minimum 150 mm
diameter and of PVC DR35.
and replace with: Catchhasin leads to he minimum 150 mm diameter
PVC DR28. Catchhasin leads larger than ISO to he as specified for
mainline.
Delete Clause 3.3.15: Install drop structures where required to Standard
Detail Drawings S4.
3.3.15
and replace with: Install drop structures where required lo
Supplementary Detail Drawings Coq S4 and Standard Detail Drawings
S3. Maximum allowable inside ramp shall he 250mm invert to invert.
3.5.1
Catchhasin
Installation
Delete Clause 3.5.1: Install catchhasins as shown on Standard Detail
Drawing SIl, to standards and installation procedures described on 3.3.
and replace with: Install catchhasins as shown on Supplementary Deiail
Drawing Coq SI IA, Coq SI lB and Standard Detail Drawing Sll, to
standards and installation procedures described on 3.3.
Page 14
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
2731
July 24/2003
Sanitary Sewers
1.1)
General
1.6
Measurement and
Payment
Clause 1.6.3 Delete last sentence: Measurement for service connections
will he for complete service installed, with no regard to the length of the
service pipe installed.
and replace with: Service connections will he paid at the unit price hid
per linear metre of service installed measured horizontally from the
centreline of mainline to the capped end (exclusive of length of riser or
inspection chamber). Connection to existing main and tie-in of existing
service connection at property line will he incidental to payment for
service connection. Payment includes scope defined in 16.1
Delete last sentence: Payment includes all applicable work described in
1.6.2 and will he made under Section 2725 1.5,2.
1.6.1
and replace with: Payment includes all applicable work described in
1.6.2 including riser pipe required and will be made at the unit price
tendered for each inspection chamber installed.
2.0
Products
2.1
Concrete Pipe
Clause 2.1.1: Non-reinforced concrete pipe and littings: to ASTM
CI4M tiaximum diameter 675 mm, strength class as shown on Contract
Drawings, designed for flexible rubber gaskets joints to ASTM C443M.
and add: Prior approval of the Contract Administrator required for use
of concrete pipe in sanitary sewer installations,
2.3
Service Connections
Add Clause 2.3.11: Service connections to existing mains shall be made
with an extrusion molded PVC wye and approved couplings or, where
approved by the Contract Administrator, by coring the mainline pipe and
installation of an approved sewer saddle.
The contractor shall video inspect all connections to existing mains
following completion of the installation.
Add Clause 2.3.12: Rubber couplings for gravity sewers shall have
stainless steel shear bands along the body of coupling.
2.5
Granular Pipe Bedding
and Surround Material
Add Clause 2.5.3: Pipe bedding shall be 19mm clear crushed rock or as
approved by the Contract Administrator.
Surround material above the springline within the pipe zone may he
Type 2.
2732
Sewerage Forcemains
2.0
Products
2.5
Granular Bedding and
Pipe Surround
Material
Delete Clause 2.5.1: As shown on Contract Drawings
and replace with: Shall he Type I or Type 2 as per Section 2226. 2.7.1.
Page 15
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
3.0
Execution
3.5
Granular Bedding
July 24/2003
Delete Clause 3.5.7: Use imported bedding when proposed work is
installed through paved areas, when native material is deemed unsuitable
for backfill by Contract Administrator or when trench has been
excavated in rock.
and replace with: Bedding shall he Type I or Type 2 as per Section
2226, 2.7.1.
2831
Chain Link Fences and Gates
2.4)
Product
2.1.3
Materials
Delete Clause 2.1.3: Chain-link fence fabric: 9 gauge (3.55 mm
diameter) 50 mm mesh, galvanized, plastic coated or electro galvanized
as specified in Contract Documents.
and replace with:
.3 Chain Link Fence Fabric: to CAN\CGSB-l38.l.
.1 Baseball Backstop:
6 gauge black vinyl coated steel wire woven into 50x50 mm
size mesh on the first 3048 mm of backstop;
9 gauge black vinyl coated steel wire woven into 50x50 mm
sizemesh on the top 7696mm of backstop:
9 gauge black vinyl coated steel wire woven into 50x50 mm
size mesh on the 1500 mm of 45 degree overhang;
.2
Soccer Backstop:
6 gauge black vinyl coated steel wire woven into 50x50 mm
size mesh on the first 2400mm of backstop;
9 gauge black vinyl coated steel wire woven into 50x50 mm
size mesh on the top 2400 mm of backstop:
.3
Linear Fence:
9 gauge black vinyl coated steel wire woven into 50x50 mm
size mesh.
.4 Tennis and Sport Courts Fences:
9 gauge green vinyl coated steel wire woven into 44x44 mm
size mesh.
2.1.3
Add Clause 2.1.13: Connections: Fence connections to all he welded
construction and coped fitted.
2.1.13
3.0
Execution
3,2.17
Installation of Fence
Add Clause 3.2.17: Form and pour a 300 mm wide by 100 mm deep
float finished concrete apron (mow strip) under all fencing located in
grass areas.
Page 16
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
2921
1.0
.1 .6
1.3.2
July 24/2003
Topsoil and Finish Grading
General
Related Work
Add Clause 1.1.6: Shrubs and Tree Preservation
Section 02104
Source Quality Control
Delete Clause 1.3.2: Contractor is responsible for soil analysis and
requirements for amendments to supply growing medium as specified.
and replace with: The Owner is responsible for the cost of initial testing
of the planting soil. The Contractor shall submit the soil test results to
the Contract Administrator for approval of the proposed material prior
to placing of the planting soil on site. The test results shall determine
soil amendment requirements.
Testing shall be carried out by
independent laboratory specializing in soil analysis.
2.0
ProducLs
Add Clause 2.1.2: All materials and execution shall conform to the latest
edition of the BCSLA\BCNTA British Columbia Landscape Standard
Ihllowing standards or as otherwise specified herein.
3.4.6
Placing Growing
Medium
Add Clause 3.4.6: Scarify soil, feather grades and remove noxious
weeds from the edge of tree preservation areas.
2933
Seeding
2.0
Products
2.1.2
Grass Seed
Delete Clause 2.1.2:
Seed mixtures to he approved by Contract
Administrator and to he suited to climate, terrain, establishment and
maintenance conditions under which they are to be grown.
and replace with 2. I .2: Seed mixtures to he approved by Contract
Administrator in the original packaging. The seed mixture flr boulevard
and landscaped areas shall be made up from a minimum of three (3)
varieties of Perennial Rye, two (2) varieties of Kentucky Bluegrass and
three (3) varieties of Fescue from the list of approved varieties shown
below.
.1
Seed mix:
60% Perennial Rye Grass: Elka; Saturn; Barclay; Omega 11
25% Chewine Fescue: Cindy; Enjoy; Koket
15% Kentucky Blue Grass: Shammrock; Geronomio; Merit
3.0
Execution
3.2.3.1
Seeding
3.7.1.1
Conditions forTotal
Performance
-
General
Add Clause 3.2.3.1 For Seeded Areas: The components of each of the
mix shall he to the following; or as indicated by the supplier’s
speci heat ions:
Mixture
per ha
Turf Seed
225 kg.
Fertilizer(l9-19-19)
225 kg.
Add Clause 3.7.1.8: The prime consideration for acceptance of work of this
section shall he the establishment of a dense, uniform cover of growth over
100% of all seeded areas.
Page 17
SUPPLEMENTARY SPECIFICATIONS
Revision Date.
2933
July 24/2003
Hydraulic Seeding
2.0
Producls
2.1.2
Grass Seed
Delete Clause 2.1.2:
Seed mixtures to he approved by Contract
Administraior and to he suited to climate, terrain, establishment and
maintenance conditions under which Ihey are lobe grown.
and replace with: Seed mixtures to he approved by Contract
Administrator in the original packaging. The seed mixture shall he made
up from a minimum of three (3) varieties of Perennial Rye, two (2) varieties
of Kentucky Bluegrass and three (3) varieties of Fescue from the list of
approved varieties shown below.
Seed mix:
I
60% Perennial Rye Grass: Elka; Saturn; Barclay; Omega H
25% Chewine Fescue: Cindy; Enjoy; Kokel
15% Kentucky Blue Grass: Shammrock; Geronomio; Merit
3.0
Executinn
3.2.2.1
Seeding General
3.8.7
Grass Maintenance
3.8.8
3,9.l
2938
Conditions hr Total
Performance
Add Clause 3.2.2.1: For Flydroseeded Grass Lawn: The components of
each complete slurry mix shall be to the following; or as indicated by (lie
supplier’s specifications:
Mixture
per ha.
Turf Seed
225 kg.
225 ku.
Mulch
70kg.
Tackilier
Fertilizer (19-19-19) 223 kg.
Water
10,0001.
Add Clause 18.7: Any hydroseeded areas that show deterioration, bare
spots. rutted areas, or eroded areas shall he immediately repaired by
application of additional growing medium and reseeded with a seed mix
that matches the originally specified seed mix. Add sod to eroded areas
if required or as directed by the Contract Administrator to prevent
further erosion.
Add Clause 3.8.8: All hydroseeded areas shall be adequately protected
with warning signs. temporary fencing or other means.
Add Clause 3.9.l.8: The prime consideration for acceptance of work of
this section shall he the establishment of a dense. uniform cover of
growth over I 00’ of all seeded areas.
Sodding
3.0
Execution
3.2.5
Sodding
Delete Clause 3.2.5: Lay sod smooth and flush with adjoining grass
areas and paving and top surface of curbs unless shown otherwise on
Contract Drawings.
and replace with: Lay sod smooth and flush with adjoining grass areas
and paving and top surface of curbs unless shown otherwise on Contract
Drawings. Ensure there is a full roll width between the new sod and
adjoining surfaces. Small cut pieces from a full roll will not he accepted.
Page 18
SUPPLEMENTARY SPECIFICATIONS
July 24/2003
Revision Date:
3.2,12
Sodding
Delete Clause 3.2.12: Water sod area immediately with sufficient
amounts to saturate sod and upper 100mm of growing medium.
and add: Water sod area immediately with sufficient amounts to saturate
sod and upper 100mm of growing medium. Do not allow the sod to dry
out so Lhat the joints become visible.
3.5.1.8
295(1
Conditions for Total
Performance
Add Clause 3.5.1.8: The prime consideration for acceptance of work of
this section shall he the establishment of a dense, uniform cover of
growth over 100% of all seeded areas.
Planting of Trees, Shrubs and Groundeovers
1.0
General
1.0,3
Qualifications
Add Clause 1.0.3: All materials and execution shall conform to the
latest edition of the following standards or as otherwise specified:
BCSLA/BCNTA British Columbia Landscape Standard
BCNTA Standard for container grown stock
CNTA Landscape Canada Metric Guide Specilications for Nursery
Stock
•
American Standard for Nursery Stock
1.1.6
Related Work
Add Clause 1.1.6: Shrubs & Tree Preservation
1.4
Scheduling
Re-number clauses 1.4.1, 1,4.2 and 1.4.3 as 1.4.2, 1,4.3 and 1.4.4
respectively.
-
Section 02104.
Add new clause 1.4.1 Tree planting must not commence until the
Manager issues written permission to proceed. The Manager may refuse
to issue permission to proceed with planting of trees required under the
Subdivision and Development Servicing Bylaw until building
construction on the development, or on the lots created by the
subdivision, is 90% complete or such earlier time as the Manager may
determine. Schedule planting of trees between October I and May 31
unless otherwise approved by the Manager.
2.0
Products
2.1
PlanE Materials
Delete 2.1.2.1 and replace with: All plant material to he nursery grown
stock and meet BCSLA/BCNTA standards. All plants to be ball and
burlap, machine dug into wire basket or container grown stock, Bare
root trees are not acceptable. Trees shall be 8 to 10cm caliper with a
roothall diameter of 80 cm to I .0 m and depth of 80 to 90 cm.
Delete 2.1.2.4
2.13.1
Premixed Planting Soil
Add Clause 2.13.1: Premix soil for hackfilling tree planting pits to be:
50% excavated native material removed from tree planting pits
50% planting soil as specified in Section 02921, Planting Soil and Finish
Grading. Thoroughly mix components prior to hacklilling tree pits.
Page 19
SUPPLEMENTARY SPECIFICATIONS
Revision Dale:
3.0
Exceution
3.3
Planting
July 24/2003
3.3.3 add: Unless otherwise indicated on approved drawings, trees are
to be planted on the centre line of the boulevard. Where trenches are
otThet from houlevaid centre line, the trench must he widened to plant
trees on the centre line. The trench widening will be no more than
300 mm on each side of the root ball to minimize the reduction in
compacted till supporting curbs and sidewalks.
3.3.4,2
Add Clause 3.3.4.5: For wire catze roothalls, cut away top roothall ties
and fold hack top portion of wire cage so it does not protrude through
backfill soil when finish graded,
3.3.4.5
Add Clause 3.3.4.5: The Contractor shall take all necessary measures to
ensure tree holes are free draining. Inform Contract Administrator if
tree hole is not free draining. Backfill with pre-mixed planting soil, to
bring the plant material to the depth they were originally growing.
3.7.1
Mulching
Delete Clause 3.7.1: Immediately after all planting is complete and
finish grading approved by Contract Administrator place bark mulch in
even layers.
and replace with: After finish grading is complete and all debris or
weeds have been removed, place hark mulch inside tree planting saucer
in an even layer that shall he 75 mm in depth after settling. Apply an
application of ammonium nitrate or ammonium sulfate at the time of
planting.
3.7.2
Mulching
Delete Clause 3.7.2: Ensure minimum depth of bark mulch 50 mm after
settlement.
and replace with: Ensure minimum depth of hark mulch 75 mm after
settlement.
3.7.3
Mulching
Add Clause 3.7.3: Mulch material that is susceptible to blowing must be
moistened and mixed with topsoil before applying. When mulching is
placed in fall, place immediately after planting. When mulch is placed
in spring, wait until soil has warmed up.
3.10
Conditions for Total
Performance
Add: 3.0.1.10: A letter of assurance has been submitted from the
Landscape Architect hired by the Owner as required in section 10.03 of
the Bylaw certifying he or she has carried out the function of’ Contract
Administrator as required by this specification and that all materials is,
and all work has been completed, in accordance with the Bylaw and
approved design drawings and that conditions 3.10.1.1 to 3.10.1.9
applied at the time of certification.
3.11
Guarantee!
Maintenance
Delete 3.11.1 and replace with: The guarantee period shall he for one
full growing season following planting.
Page 20
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
2960
Irrigation
1.0
General
July 24/2003
.1 Section 02960 refirs to those portions of the “ork thai are unique 10 the
supply and installation of irrigation systems, controllers, valves, automatic
valves, valve boxes and related appurtenances. This section must he
referenced to and interpreted simultaneously with all other Sections pertinent
to the works described herein.
.2 All details of irrigation facilities not specifically covered in this Section to
comply with the Irrigation Industry Association of British Columbia
Standard.
1.2
Related work:
.1
.2
.3
1.3
Site Grading
Topsoil and Finish Grading
Planting of Trees Shrubs & Groundcovers
Section 02210
Section 02921
Section 02950
Qualifications
The Contractor shall he members of the irrigation Association ofB.C.
.2
1.4
The Contractor shall employ personnel familiar with proper irrigation procedures, under the
supervision of a qualified foreman.
Materials Certification
Products having CSA certification to be used where readily available, Certification by Standards
Council of Canada approved independent third body that products confbrm to CSA standards is
acceptable in lieu of CSA certification.
.2
I .5
At least two weeks prior to commencing work, submit manuihcturer’s recent test data ztnd certification
that materials to be incorporated into works are representative aid meet requirements of this Section.
Submittals:
-
I Record Drawings:
I
The Contract Administrator will furnish the Contractor with one set of prints of the Irrigation
Drawings showing all sprinkler work required under this Contract. fhr the purpose of having the
Contractor record as-built details for changes that may have been made during actual installation of
the system. Immediately upon installation of any piping. valves. wiring, sprinkler heads. etc.. in
locations other than indicated, the Contractcr shall clearly indicate such changes on this drawing and
provide details as necessary to produce record drawings.
.2
After final acceptance of the works, the Contractor shall be responsible for having drawings and
details prepared in AutoCAD format showing all such changes and these shall he turned over to the
Owner lhr recording purposes. The drawings shall be at the same scale as the originals and to he
reproducible sepia in accordance to Section 01721.
-
.2 Manual:
Provide a service manual showing all parts breakdown lbr each difkrent components of the irrigation
system as well as maintenance procedures.
Page 21
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
July 24/2003
Instruction:
1,6
Provide services of a competent instruclor to inlhrm the City’s maintenance personnel of irrigation
system operation.
.1
1.7
Measurement and Payment
Supply and installation of irrigation orks will he paid as a lump sum unless otherwise shown in
the Form of Tender.
Irrigation lump sum price(s) shall include all lahour. equipment and materials required to complete
installation as shown on the Contract Drawings and as described in the Contract Documents.
.2
2.0
2.1
2.2
-
Products
Materials:
.1
Wherever such terms as “as per manufacturer’s specifications” is used, it shall mean in strict
accordance with the manufacturer’s printed directions. If these directions conflict with this
Specification, the matter shall he brought to the attention of the Contract Administrator for resolution
prior to proceeding with the work.
.2
All materials shall he new and in perfect condition.
Pipe, Joints and Fittings:
I Polyvinyl Chloride (PVC) Pressure Pipe
.1
All PVC mainline piping shall he Series 160 manufactured to CSA B 137.3.
.2
All PVC sprinkler piping downstream of valves shall he Class 200 Polyvinyl-Chloride (PVC), 1120
conlorming to requirements of CSA 11137.3.
.2 High Density Polyethylene Pipe:
.1
2.3
2.4
Plastic Pipe Fittings And Connections:
.1
Plastic pipe littings to he installed shall he moulded littings manufactured of the same material as
the pipe and shall be suitable for solvent weld, slip joint ring tight seal, thermo-fusion or screwed
connections.
.2
Nipples and fittings shall he schedule 40 PVC unless otherwise designated on the standard detail
drawings.
Brass Pipe and Fittings
.1
2.5
To AWWA C906. Series 160 or to pressure class shown on the Contract Drawings.
Brass pipe and fittings shall he schedule 40.
PVC Solvent Connections:
.1
Solvent and primers shall he as per manufacturers specifications for type of pipe used.
Page 22
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
2.6
Main Valves:
.1
2.7
2.8
.1
Control valves are to he 24 volt, 60 cycle, 2 watt normally closed solenoid, Rainbird PER series, or
approved equivalent.
.2
Control valves shall operate with 18 to 30 volts power at the solenoid. Operator valve shall have a
screen protection to filter grits or lines, etc. and shall he accessible from the top.
Back-Flow Preventer:
2.12
Valve boxes, blow out connections, main shut oil valves, etc. shall be installed in valve boxes as
shown on the detail specification drawings suitable in size to permit ease of maintenance of the
enclosed item. Boxes shall be Carson series 1419 or AE Concrete model 5686 approved equal and
shall he predrilled for the sensor pad. All valve boxes, drain boxes or access boxes shall he installed
so the lop of said structure is at the finished grade.
Sprinkler Heads
.1
2.11
Double check hack-flow preventer valve shall be to CSA B64.5 and shall he a Waits Model 007-QT
or approved equivalent. The back-flow preventer must have brass hall valves on either side for
isolation and testing. All exposed pipe and fittings shall he brass. Installation shall he as shown on
supplementary drawings.
Valve Boxes:
.1
2. 10
All gate valves, ball valves, corporation stops and curb stops shall he to Section 2666 Waterworks,
2.0 Products.
Automatic Control Valves:
.1
2.9
July 24/2003
Sprinkler heads shall he of the types and sizes with the diameter of radius of throw, pressure and
discharge as indicated on the Contract Drawings. All heads of a particular type and for a particular
function in the system shall he of the same make and model with identifying markings in such a
position that they can be identified without being removed from the system,
Sprinkler Risers
.1
All rotor pop—up sprinklers shall have an adjustable riser assembly (triple swing joint riser)
assembled by the use of at least (3) standard 90 degree street elbows as recommended by the
sprinkler manufacturer and/or as shown on the standard detail drawings.
.2
All shrub heads to he installed on Schedule 80 PVC nipples with 2 PVC street elbows connecting
nipple to lateral line. Use of Marlex street elbows is not acceptable.
.3
Other nipples of the swing joint riser shall he the size and length required for proper installation of
the sprinkler head, drain valve and/or automatic control valve.
Automatic Controllers:
.1
Automatic controllers shall he 110 volt power input and 26.5 volt, 60 cycle power output, Rainhird
solid state RCMB series. Hardie TC-lS-EXB. or approved equivalent.
.2
Automatic controllers located outside shall he encased in a sturdy. lockable, weatherproof aluminium
mounting box manufactured by Vancouver Electric Box Company or approved equivalent as shown
on supplementary detail drawing.
Page 23
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
2.13
2.14
Wiring
.1
Wiring to he used for connecting the automatic controllers shall he T.W.U.
copper conductor installed in accordance with B.C. Electrical Codes.
.2
Wire splices shall he King Brothers CSA waterproof connectors. Splices shall only he made in the
valve boxes.
.3
All wiring shall he buried a minimum of 300mm below grade, unless installed in conduit.
-
minus 40 #14 solid
Water Meter
.1
2.15
July 24/2003
Water meter shall he a Sensus Touch Read or Neptune Pro Read or approved equivalent as per ihe
City of Coquitlam Water Meter Specifications. The meter shall he installed to measure waler used for
(he irrigation system only.
Blowout Valve:
•I
Blowout valve shall he the quick coupler valve model: Rainbird No.5 RC or approved equivalent.
3.0 Execution
-
3.1
Layout of Sprinkler System:
Staking of sprinkler system shall he done by the Contractor in accordance to the Contract Drawings
and as approved by the Contract Administrator.
3,2
3.3
Trench Excavation:
.1
Pipe shall he installed ith a minimum of 300 mm of cover for all lateral piping and 450mm for all
mainline piping.
.2
Trenches shall he free from rock. debris or sharp particles. Backlilling shall he accomplished in a
manner to ensure no future settlement of the ditch and damage of the pipe.
.3
The Contractor shall he responsible fbr repairing all trench settlement during the maintenance period.
.4
The Contractor may have the option of installing the pipe with a pipe puller subject to approval of the
pulling equipment by the Contract Administrator. Puller shall he of the “Mechanical Mole’ type
which permits creation of an underground void sufficient in size to allow pipe to be pulled back and
forth without difficulty prior to surface disturbance.
.5
A vibratory plow may be used ifdepth of pipe can he met.
.6
Trenches bottoms shall he straight with a unilhrm slopes and pipe laid on firm soil at all points.
Installation of Pipe and Sleeves:
All piping and materials shall he installed in accordance with the manufacturer’s specifications’nd as
specified herein.
Page 24
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
3.4
.2
pvc
.4
Threaded connections shall have four (4) full wraps of Teflon tape.
.5
Sleeves shall he installed by the contractor lbr all lines under paved areas with a minimum cover of
450 mm (IS”). For main lines, pvc sleeves shall he three pipe sizes larger, for lateral lines, pvc
sleeves shall be two pipe sizes larger.
.6
Main and supply lines may occupy same trench as sprinkler lines, a minimum horizontal clearance of
150mm shall he maintained.
.7
Irrigation lines shall not run directly over, or touch, another irrigation line or piping. This requirement
does not apply to any lines crossing at angles from 45 to 90 degrees with each other. A minimum 25
mm vertical clearance shall he maintained between lines which cross between these angles.
.8
Irrigation lines shall have a minimum horizontal clearance of 300 mm and a minimum vertical
clearance of 150mm from other services.
pipe ends shall be cut 90 degrees to the pipe length and cleaned of all cutting burrs prior to
cementing. Pipe ends shall be wiped clean with a dauber wetted with pvc primer, cement shall be
applied with a light coat on the inside of the fitting and a heavier coat on the outside of the pipe. Pipe
shall be inserted into the fitting and given a quarter turn to set the cement. Excess cement shall be
wiped from the outside of the pipe.
Balancing System:
.1
3.5
July 24/2003
The contractor shall balance and adjust the various components of the sprinkler system to maximize
the efficiency of the system. This includes synchronization of the controllers, adjustment of pressure
regulators, pressure relief valves, part-circle sprinkler heads and individual station adjustment on the
controllers.
Installation and Adjustment of’ Sprinkler Heads Location:
.1
Rotary sprinklers shall not be installed until all mains and lateral lines have been thoroughly flushed.
Flushing shall he accomplished in such a manner to insure adequate pressure and water velocity at any
head location being flushed. The swing joints shall he snug and free from leaks. Any joint evidencing
leaking shall be removed, it-taped and reinstalled. Where leaking continues on any joint, the ihulty
nipples and/or elbow shall he removed from the joint and not here-used elsewhere on the project.
.2
Spray heads shall he installed on a Triple Swing Joint and set flush with grade. Triple Swing Joint
shall he comprised of a minimum of three schedule 40 vc Street ENs and one schedule 80 vc
Nipple as per supplementary drawings.
.3
Quick coupler valves shall he installed on swing joint assemblies and set flush with grade. Swing
joint assembly shall he comprised of a minimum of two schedule 40 pvc Street Ells elbow
(threaded), one schedule 40 pvc nipple (length to suit), one brass threaded elbow, one brass
threaded street elbow, and one brass 6” riser.
.4
Minor changes in sprinkler head locations to ensure adequate coverage shall he made by the
contractor as requested by the contract Administrator at no additional cost to the Contract.
.5
Sprinkler assemblies shall he carefhlly backfilled and compacted to prevent settling. The sprinkler
heads shall he mounted flush to the ground to prevent any damage from maintenance equipment.
Page 25
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
3.6
3,7
Controller Installation:
.1
The Contractor shall install the irrigation controller as shown on the Contract drawings and in the
location to he determined by the Contract Administrator. The automatic controller shall he easily
accessible for maintenance.
.2
The Contractor is responsible for all low voltage wiring to the controller. The City will connect
110 volt power supply to the irrigation controller
Testing And Inspection
.1
3.8
3.9
Testing: The Contractor is responsible for testing all pipe and sprinklers as follows:
.1
After the pipe is in place, in the bottom of the trench, with risers in place, cap the risers
where the sprinklers will he attached and leave all pipe couplings and fittings exposed.
.2
Apply a pressure of 0.551 Mpa (8opsi) to each section, using a test putnp and calibrated
container. Maintain test pressure for 24 hours. Inspect visually for leaks at the couplings
and fittings, cut out and replace faulty connections. Retest system for one hour and note
any pressure loss, locate and repair defective sections until zero pressure loss achieved.
Backfilling:
.1
Prior to backlilling, all lines, valves and fittings shall he inspected by the Contract Inspector and the
appropriate authority where required.
.2
After system is operating and required tests have been made backfill excavations with clean soil, free
of rubbish.
.3
Backfill trenches in accordance with Section 02223, Excavating, Trenching and Backfilling.
.4
Backfill material 150mm above crown of all pipe shall have a maximum size of 12mm in diameter
.5
Remaining backfill shall have a maximum size of 25mm in diameter.
.6
Dress off all areas to finished grades.
Connection to City System:
.1
3.10
The Contractor shall connect to the downstream side of the City’s curb stop or gate valve and
install the water meter, hackliow preventer and main control shut off valve as shown on the
Contract Drawings and in these supplementary specifications.
Flushing:
.1
3. Il
July 24/2003
The entire sprinkler irrigation system shall be thoroughly flushed with water diverted to remove all
direct, scale, and foreign matter of any nature before installing sprinkler heads.
Winterization:
The Contractor shall winterize of’ the entire system at the end of the first season. The main control
valve is to be closed and a hose from a 100 or 125 CFM compressor shall he attached to quick couple
valve on the downstream side of the hackilow preventer. Allow compressed air to flow into the
system and open each solenoid valve individually to allow the water to he expelled from the system.
Valves must he opened at least twice to insure all water is expelled from the system. After all water is
expelled from all portions of the system close off the air supply and relieve air pressure from the
system.
Page 26
SUPPLEMENTARY SPECIFICATIONS
Revision Date:
3.12
July 24/2003
Start-up
Contractor shall provide start-up of system the thilowing Spring alter winterization. The main control
valve shall be turned on and the system allowed to fill slowly. Each zone valve shall he opened
individually and each sprinkler head checked to confirm proper operation. The irrigation controller
shall he adjusted to the correct time of day and appropriate watering time required as directed by the
Contract Administrator. The Contractor shall review the system operation and make any adjustments
necessary insure proper operation.
END OF SECTION
Page 27
SUPPLEMENTARY DETAIL DRAWINGS
City of Coquitlam
Page 28
TABLE OF CONTENTS
COQ-G4
COQ-S4
COQ-Sl IA
COQ-S II B
COQ-SI3A
COQ-S16
COQ-Sl7
COQ-S 18
COQ-W2E
COQ-W2F
COQ-W6
COQ-W8
COQ-R2A
COQ-R2B
COQ-R2C
COQ-R3
COQ-R4
COQ-R5
COQ-R6
COQ-R7
COQ-R8
COQ-R9
COQ-R 10
COQ-Rl I
COQ-R12
COQ-R 13
COQ-R14
COQ-Rl6
COQ-Rl7
COQ-R I 8
COQ-Rl9
COQ-R20
COQ-R21
COQ-R22
COQ-R23
COQ-R24
COQ-R25
COQ-R26
COQ-Cl
COQ-C3A
COQ-C7
COQ-C7A
COQ-C7B
COQ-C8
COQ-C9
COQ-C9A
Trench Details for Standard Section
Inside Drop Manhole
Side Inlet Catch Basin Assembly
Typical Top Inlet Catch Basin with Offset Sump
Storm Sewer Ditch Inlet
Manhole Cover & Frame
Forcemain Flushout Details
Forcemain Service Connection Detail
Typical 50 mm Service
Typical Service Connection 100mm Diameter and Greater
Air Release Valve
Typical Watermain Blow-Off Assembly
Arterial Streets
Collector Streets
Local Streets
Arterial, Collector and Local Streets Boulevard
Hillside Local Streets
Hillside Local Streets Boulevard
Narrow Street
Rural Street
Standard Lane (New) Construction
25.2m Community 20.Om Collector Intersection
252m Community I 7.4m Local Intersection
20.Om Collector 17.4in Local Intersection
l7.4m Local Street Intersection (Low Density)
20.Om Collector Street and Industrial/Service Commercial 4-Way Intersection
20.Om Standard Collector Street 3-Way Intersection
Standard Lane Construction (Existing)
Primary Access Lane 8Mm Right-of-Way
Precast Reinforced Concrete “No-Post” Barrier
Street Tree Trench and Planting Detail
Median Type I
Median Type II
Sound Reduction Berm & Fencing Arterial Roads
Protection Fencing
Tree Retention Guideline
Root Pruning Guideline
25.2m ROW Higher Density Community Collector with Cycle Track
Boulevard Sidewalk Utility Strip
Perforated Pipe Underdrain
Local, Collector Crossing of Curb, Gutter and Sidewalk
Arterial, Industrial Sidewalk Crossing with Driveway
Typical Curb/Sidewalk Driveway Letdown Separated Sidewalk
Monolithic Sidewalk
Wheelchair Ramp Detail
Type B Wheelchair Ramp
—
—
—
—
—
Page 29
COQ-CIOA
COQ-C1 I
COQ-C15
COQ-C17
COQ-IO1
COQ-102
COQ-103
COQ-I04
COQ-I05
COQ-I06
COQ-I07
COQ-I08
COQ-I09
COQ-I1O
COQ-Il I
COQ-E-l I
COQ-E-14
COQ-E- 15
COQ-E-16
COQ-E-17
COQ-E-18
COQ-E-24
COQ-E-25
COQ-E-26
COQ-E-29
COQ-E-39
COQ-E-40
COQ-E-41
COQ-E-42
COQ-E-43
COQ-E-44
COQ-E-45
Curb on Gravel Base
Precast Reinforced Concrete Barrier for Sidewalk End
Stairway Details
Typical Handrail Details for Stairs
Small Turf Pop-Up On Triple Swing Joint
Shrub Head Detail
Valve-In-Head Rotor
Isolation Valve
Quick Coupling Valve
Automatic Valve Rainbird P. E. B. Series or Equivalent
Irrigation Trench Details
Controller Installation (Pedestal Mount)
Controller Installation (Wall Mount)
Double Check Assembly (Model: Watt OO7QT)
75 mm 0 Compound Meter Installation for Irrigation Only
Junction Vault Details (Concrete)
“Clamshell” Pedestrian Head Mountain Details
Secondary & Pedestrian Signal Head Mounting Details for Town Centre Style
Signals
Overhead Sign Head Mountain Detail for Town Centre Style Signal Poles
Fire Signal Head Mountain Details
Fire Indication Lights
B.C. Tel Box on Side of Traffic Controller
B.C. Tel Box
Service Panel on the Side of Controller Detail
Illuminated Street Name Sign Mounting Details
Town Center Style Pedestrian Streetlight Pole
Small Town Center Style Streetlight Poles (Square Poles)
Large Town Center Style Traffic Signal Poles (Tappered Poles)
Town Center Style Traffic Signal Posts
Town Center Style Traffic Signal Poles
Town Center Style Signal Pole Arm & Flange Details
Town Centre Style Sign Arm
March 30, 2015
Page 30
City of Coquitlam
Supplementary Specifications
and Detail Drawings
to the MMCD 2000 Edition
The City of Coquitlam has adopted The Master Municipal Specifications for use on all Engineering Works
Contracts. To bring the MMCD Specifications into conformance to practices within the City, the following
Supplementary Specifications and Detail Drawings are to he considered part of the Specifications. These
Supplementary Specifications take precedence over the Master Municipal Specifications.
Page
31
ALL DIMENSIONS IN MILLIMETRES
d
=
H
PIPE D4 IN mm
TRENCH DEPTH IN mm
EXISTING PAVEMENT
BASE
BACKFILL
BLVD AREA
FINISH
PAVEO AREA
FINISH
TEMPORARY PATCH
NORMAL RESTORATION WIDTH
MAX
÷ 375
+ffi
100 TOP SOIL
MIN DEPTH OF BLACKTOP TO
MATCH EXISTING
ASPHALT KEY 25 MIN.
100
20 MINUS GRAVEL COMPACTED
TO 95% MODIFIED PROCTOR
—
200 PIT RUN GRAVEL COMPACTED TO 95%
MODIFIED PROCTOR
NOMINAL WIDTH=d+600
MACHINE PLACED BACKFILL WELL TAMPED
IN 300 UFTS FREE OF ROOTS
NO
STONES GREATER THAN 150
NATIVE MATERIAL UNLESS OTHERWISE
SPECIFIED
-VERTICAL TRENCH TO EXTEND
MIN 100 ABOVE TOP OF PIPE
SELECT BACKFILL
WELL COMPACTED
MAX
SIZE SHALL NOT EXCEED 25 (75 FOR
DUCTILE) BUT WITH NO STONES OF THIS SIZE
ADJACENT TO THE PIPE
oz
0—
—
—
+ 25
:—.
PIPE dia=d
WATER, STORM
OR SANITARY
SEWER
mm BEDDING UNDER PIPE
E___b00
150 mm IN ROCK EXCAVATION
MIN
MAX
City of Coquitlam
TRENCH DETAILS FOR STANDARD SECTION
flLE
coo—044fl
REVISIONS
DESIGNED BY:
SCALE:
N-itS,
DRAWN BY:
JUN 12/02
CHECKED BY:
No. DATE:
CKD,
APP.
APPROVED BY:
DRAWING NO.: CDQ—G4
1200 MIN.
90 BEND WITH CAPPED
ACCESS OPENING AS MANUFACTURED
BY LE RON PLASTICS LTD.
STAINLESS STEEL STRAPPING
WITH HILTI FASTENERS AT
500 SPACING
BOO
MINIMUM
45
L
BEND
CONCRETE SURROUND TO FIRST
JOINT. BENCH TO SUIT.
INV. OF PIPE
INSIDE DROP TYPE
NOTE:
1. INSIDE DROP TO BE USED ONLY WHERE SPECIFIED BY ENGINEER.
2. ALL INSIDE PIPE AND FITTINGS PVC DR 28/35.
3. THIS DRAWING SHOWS INSIDE DROP ONLY. SEE DRAWING COO—SI FOR ALL OTHER DETAILS PERTAINING
TO MANHOLE REQUIREMENTS.
4. REFER TO CONTRACT DRAWINGS AND SECTION 02725 FOR DETAILED SPECIFICATIONS.
City of Coquitlam
INSIDE DROP MANHOLE
flLE tcq—.4d
RE’SIONS
DESIGNED SY:
DRAWN SY:
SCALI:
DATE:
NtS,
No. DATE:
&ss.
OCT 3/97
CHECKED 9Y:
CKD.
APP.
APPROVED BY:
DRAWING NO.:
COQ—54
DOBNEY B39B INLET
OR EQUAL
TOP OF CURB
A
0
I
I===
‘
-j rzzD
===
I=
=I
FLOW DIRECTION
I:
0
(N
=CC
=i
‘C,
C C C’
I
/
I
-I
/
FACE OF CURB
I
0
0
F.
EDGE OF GUTTER
A
DOBNEY B39B & B39A
GRATE & FRAME OR EQUAL
RB FACE
NOTE:
PLACE 0.05 Cu m DRAIN ROCK
ADJACENT To DRAINAGE HOLE
WHEN BACKFILLING
ASPHALT
CONCRETE
BEHIND FRAME
80 0 DRAINAGE HOLE
c/w ft4 GALV. SCREEN
CORE FOR OUTLET
MIN. 150mm
TRAPPING HOOD
SECTION A—A
200mm OF 25mm
COMPACTED GRAVEL
BASE
1100
0
0
City of Coquitlam
CONCRETE LID DETAILS
SIDE INLET CATCH BASIN ASSEMBLY
flta Coq-.lla4fl
REViSIONS
DESIGNED BY: MC
SCALE:
N.T.S.
DRAWN BY: ASK.
DATE:
AUG 7/97
CHECKED BY:
Na, DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: COO—SI IA
STANDARD TOP INLET
CATCH BASIN
See dobriey 823,
MANHOLE, FRAME &
COVER
—
2
DEE SPACER
PRECAST
I
SECTIONS
U,
0
F
U,
LjJ
150mm or
200mm
2.0%
mm.
City of Coquitlam
TYPICAL TOP INLET CATCH BASIN WITH OFFSET SWAP
flLE Carti bag
RQISIDNS
DESIGNED BY: IAC
SCALE
N.T.S.
DRAWN BY:
DATE:
&s.g.
AUG 8/97
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: coG—suB
SEE
PLAN
14db. MILD STEEL ROADS a 75cc MAX
WELDED TO 64x64x61 BAR
SEE DETAIL 3
a.
ow
><
-t
C
DRY CONCRETE FILLED
SANDBAGS AS DIRECTED
BY THE ENGINEER.
0
0
CONCRETE To
MPa IN 28 DAYS.
DIA. 250 TO 450
GRANULAR BASE
:i---—
38x25 SLO1TED HOLE
SECTION
a—a
INSERTS
AND 20x75 GALVD
MACHINE BOLTS EACH
SIDE.
DETAIL 3
DETAIL 2
City of Coquitlam
STORM SEWER DITCH INLET
For Un In Drainage Ditches WUh Inlet Pip. Diom.tr. from 250mm to 450mm
DETAIL 4
flL Cbq-013d.dfl
RE1SiONS
DESIGNED BY: MC
SCAI,E:
N.T,S,
DT
DATE:
A.S.R.
AUG 8,97
CKECKED BY:
No. OATh
CR0,
APP.
APPROVED BY:
DRAWING NO.: coo—sia
LETTERING SHALL BE 25mm FLAT
FACE GOTHIC LETTERING WITH FACE
OF LETTERING RAISED TO THE SAME
LEVEL AS THE TOP OF RIBS
SYMBOL OF MANUFACTURES
Max 90 dia CIRCLE OR SQUARE
25 dia HOLES REQUIRED AS SHOWN
SUBSTITUTE WORD ‘SANITARY OR
‘WATER” AS REQUIRED
PLAN
0
I.-)
CD
CN
t0
COVER
MACHINE SURFACE FOR NON—ROCKING
FIT —ALLOW 5mm FOR RAISED FACE
In
C’4
57o
815
FRAME
APPROX. WEIGHT
COVER 60—65 kg
FRAME 100—110 kg
City of Coquitlam
MANHOLE COVER & FRAME
I
minor text changes
FiLE: Ccq-s16dwg
RE’lSI0NS
DESIGNED BY:
ML
N.T.S.
DRAWN
DATE:
Er: A.S.K,
OCt 16/97
CHECKED BY:
06/02
No. DATE:
CKD.
APP.
M’PROVED BY:
DRAWING NO.: COQ—SI6
AS PER DWG. COQ—W8
COVER & FRAME
CITY OF COQUITLAM SANITARY SEWER
MARKED
—
600 C76 CL II
CONCRETE BARREL
MALE PT HOSE CONNECTOR
25mm DIAMETER C/W CAP
50mm
—
25mm REDUCER
150 RIGiD PLASTIC PIPE
SECTION
RESILLENT SEAT
GATE VALVE WITH
SQUARE HEAD.
SO
TO FIT ELBOW AND CAP
50 BRASS ELBOW (9
SEWER FORCEMAIN
CONCENTRIC REDUCER
5Ox15D BRASS NIPPLES
POLYETHYLENE SEAL UNDER VALVE
FLANGES
City of Coquitlam
FORCflAAIN FLUSHOUT DETAILS
1
CONNECTOR/REDUCER CRANGED
RE1S1ONS
DESIGNED BY:
NTS.
DRAWN UI:
DATE
ASK
JUN 17 02
CHECKED BY:
02/03
Lii.
No. DA
APP.
OW.
APPROtD BY:
DRAWING NO.: COQ—517
Q
‘M.R.’ STYLE VALVE BOX
GROUND LEVEL
150mm RIGID PLASTIC
PIPE
RESILIANT SEAT GATE
VALVE C/W FLANGED
CONNECTIONS
BLOCK
SANITARY F.M.
TYT x TYT x FL. TEE
THRUST BLOCK
SWING CHECK VALVE C/W
FLANGED CONNECTIONS
O.3m SANITARY STUB,
TEMP. PLUG AND
THRUST BLOCK
City of Coquitlam
FORCEMAIN
Service Connection Detail
1
minor text changes
flLE Oqsl8.d1
REViSIONS
DESIGNED BY:
StAlL
NJ.S.
DRAWN BY:
DATE:
SK
OCT 20/97
CHECKED BY:
06/02
No. DATE:
CR0.
APPROVED BY:
DRAWING NO,:
APP.
2X4
MR STYLE VALVE BOX
150mm RISER
PIPE
PVC SDR 35
DOUBLE STRAP
SADDLE
MAIN
TYPE K
CAP
RESILIANT SEAT
GATE VALVE
NOTCH RISER PIPE
OVER BRASS NIPPLE
SETON 2— 50x100x200
CONCRETE BRICKS
City of Coquitlam
TypIcal 50 mm Service
minor text changes
FiLE: Coq—w2Edwg
REVISIONS
DESIGNED BY: c
SCALE:
NJ.5.
1
DRAWN BY: ASK.
DATE:
18/07/97
CHECKED BY:
06/02
No. DATE: CKD.
APP.
APPROVED BY:
DRAWING NO.: COQ—w2E
>
50 X 100mm
STAKE PAINTED
RED
MR SitE
VALVE BOX
150mm PVC
RISER PIPE
DEPTh
I.O—I2m
CONCRETE
THRUST BLOCk
SERVICE PIPE TO
F’QJNUNE SPECIFICATION
CAP
RESILENT SEAT
GATE VALVE
FLANGE X HUB
TIE ROD
WATER MAJN
RM4GED TEE Ffl]1NG
OR TAPPING TEE
City of Coquitlam
Typical Service Connection
100mm DIameter and Greater
drawing
Ff1: Coqw2Fdwg
I change
REY1SIONS
DESIGNED BY: MC
SCALE:
NTS
I
BY:
I
DATE:
CHECKED BY:
ASK.
AUG 5/97
I
06/02
CKD.
No. OATh
APP.
APPROVED BY:
DRAWiNG NO.: COO—W2F
a
*
a
0
U
fl
-n
r
PT
UI
PT
PT
B
I-”
CD
0
0
CD
o
—-4
o
O
PVC SLEEVE
©
MAY VENT INSIDE
IF WATER TABLE
LOW.
5Ommø BRASS CORPORATION COCK
MUELLER (H—15028) M.I.P. THREAD x C.
25mm 0 90’ BEND. THREADED BRASS.
25 dic BRASS VENT PIPE
20 MPo CONCRETE BASE
®
0
0
lODmmO STEEL VENT PIPE c/w 18cr BEND
WTFH 13mm x 13mm x 1.6mmO WOVEN
STAINLESS STEEL MESH WELDED INTO END.
LOCATE APPROX. 2.Om MIN. FROM FACE OF
OF VENT PIPE. FINAL LOCA11ON
CURB TO
TO ENGINEER APPROVAL.
5OmmO TYPE ‘K’ HARD COPPER PIPE TO
PROTRUDE 4
5Omm INTO 1 OOmmO VENT PIPE
2—175mm0 x 8mm THICK FLANGES c/w 3
GALV. l3mmO BOLTS, WASHERS AND NUTS
TO BE EQUALLY SPACED ON FLANGE.
600mmø x 8mm THICK STEEL STABILISING
PLATE WELDED TO 1000 VENT PIPE BASE.
TO BE CAST INTO CONCRETE BASE
DRAIN ROCK UNDER VENT PIPE BASE
FOR VENT DRAINAGE
O
4
25mmPVCSCH.
‘WATERMAIN
z
0)
0
0
DOUBLE STRAP SADDLE SIZE TO SUIT.
)
SADDLES TO COMPLY WITH
CITY STANDARDS
150’ RIGID PLASTIC PIPE—.
4—BRICKS (TYPICAL)
SPACED EQUALLY
UNDER BARREL
SECTION
6000 x BOO C76 CLII CONCRETE
BARREL COMPLETE WITH STANDARD
MANHOLE FRAME AND COVER MARKED
CITY OF COQUITLAM WATER
38x15O BRASS
600 C76 CL II
CONCRETE BARREL
COMPLETE WITH STANDARD
MANHOLE FRAME & COVER
MARKED
CITY OF
COQUITLAM WATER
4 BRICKS (Typical)
SPACED EQUALLY
UNDER BARREL
SECTION
—
150 RIGID PLASTIC PIPE
REDUCER
GATE VALVE WITH
SQUARE HEAD.
50 BRASS PIPE THREADED
TO FIT ELBOW AND CAP
CONCRETE TO TOP OF CAP
CAP WITH 50 THREADED BORE
50 BRASS ELBOW (9D)
TIE ROD
TIE ROD
50x150 BRASS NIPPLES
POLYETHYLENE SEAL UNDER VALVE
FLANGES
City of Coquitlam
TYPICAL WATERMAIN BLOW—OFF ASSEMBLY
tIe rods, minor text changes
REVISIONS
DESIGNED BY:
FILE: Coq—wB.dwg
SCALE:
NJ.S.
1
DRAWN BY:
A,SK
OCT 21/97
CHECKED BY:
06/02
No, DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: C00—WB
CoitIam
STANDARD DETAIL DRAWINGS
C
0
0
2
-J
>
w
-J
D
0
0
50
<0;:
I-Li.!
u,u,
fl
4w
(flu,
4
4
9
o
CR
I
*Jncrease dimension ‘g’, as
required, to provide adequate
clearance between larger
sewers and/or manholes
ROAD, SIDEWALK AND BOULEVARD DIMENSIONS
RoW width
e
3
Street t
a
Vehicle
Curb to
1 ones
Curb width
b
Bike
facilit Y 2
Vehicle
Volume
3
Parking
Boulevard
4
Sidewalk
c
d
2x2,7
2x2.0
5,25
4.75
1.0
2x2.7
2x2.0
5.25
4.75
1.0
2x4.2
2E2.O
5.25
4,75
1.0
—
City Aterial/MRN
(with Bike Route)
27Cm
14.0
16.1 ni
City Arterial/t4RN
(w/o Bike Route)
27Cm
14.Cm+
—
I
vcres separate
or MUP
5
4x
.
3
n/a
not desirable
>15,C0O OR pocket in blvd
(2x2.7m)
not desirable
>15,000 OR pocket in blvd
(2x2.7m)
ore not included. Up to
1.
Representative of mid—block sections, auxiliary lone(s) at
5Dm of additional ROW may be required.
2.
Strategic
Bicycle facilities are to be implemented on designated routes in accordance with the
amended).
(as
Transportation Plan and OCP/Neighborhood Plans
intersections
3.
Parkin.g is for general guidance and in commercial retail areas only. Parking may be restricted
on one or both sides of the street for all periods or certain periods of the day at the
discretion of the City.
4.
Utility corridor Varies between sidewalk/multi use pathway and property line.
Utility corridors are located under sidewalks fronting urban commercial uses.
PLOTTED; 22—Jan—15
ARTERIAL STREETS
\
e
DATE:
JAN/2015
DRAWN:
REV
SCALE:
N.T.S.
I
DRAWING NUMBER:
COQ-R2A
CoitIam
STANDARD DETAIL DRAWINGS
a
C
a:
0
-i
0
0
a:Lu
a:
ar
—Lii
tW
(flU)
<Lii
0)0)
z
lx
Lii
o
fl
w
-J
Lii
0
D
0
U,
*lncrease dimension ‘9’, 05
required, to provide adequate
clearance between larger
sewers and/or manholes
ROAD, SIDEWALK AND BOULEVARD DIMENSIONS
Row width
Street toe
a
Community Collector
(urbon/Higher Density)
25.2m
Curb to
Vehicle
Curb wdth’ lanes
b
13.4m
2x4.3
5
11.1Dm
2x3.3
Bike
2
facility
shored
wide curb
lone
seporote
(1.5m) In
boulevard
Volume
Porking’
Boulevard
4
Sidewoik
C
d
e
I
g’
3.DD06.000
both sides
2s2,65
2x2.5
1.9
1.1
1.0
3,000—
15,000
both sides
2x4.6
2k2.5
1.9
1.1
1.0
6,000—
15,000
both sides
2x2.25
2x1.5
1.9
1.1
1.0
City collector with on—street
bike route
23.1Dm
14.1Dm
2x3.3
2icl.5 bik
ones
City Collector w/ Bike Route
20.9m
12.1Dm
2x3.3
2x1.5 bike
lanes
6,000—
15,000
one side
2x2.20
2x1.5
1.9
1.1
1.0
City Collector
(w/o Bike Route)
20.1Dm
11.1Dm
23.3
n/a
6,000—
15.000
both sides
2x2.20
2x1.5
1.9
1.1
1.0
20.1Dm
11.1Dm
2x5.5
aikewoy
<6000
both sides
2x2.20
2x15
1.9
11
1.0
20.1Dm
11Dm
2x4.3
shored
wide curb
lone
3,000—
6.000
One side
2x2.20
2x1.5
1.9
1.1
1.0
Community Collector
(Lower Density)
industriol/Servioe Commercial
Collector/Local
shored
1.
Representative of mid—block sections, auxiliary lane(s) at intersections are not included.
Up to 5.Om of additional ROW may be required.
2.
Bicycle facilities are to be implemented on designated routes in accordance with the
strategic Transportation Plan and OCP/Neighborhaod Plans (as amended).
3.
Parking is for general guidance only. Parking may be restricted on one or both sides of
the street for all periods or certain periods of the day at the discretion of the City.
4.
Utility corridor varies between sidewalk/multi use pathway and property line.
Utility corridors are located under sidewalks fronting urban commercial uses.
5.
Refer to COQ—R26 for cross section details,
PLOTI’ED: 9—Jul—15
DATE:
COLLECTOR STREETS
j DRAWN:
SCALE:
DRAWING NUMBER:
JAN/201 5
REY
N.T.S.
I
I
COQ-R28
Cojitlam
STANDARD DETAIL DRAWINGS
a
0.75
a
0
2
0
>
Ui
0
-J
0
*Increose dimension ‘g’, as
required, to provide adequate
clearance between larger
sewers and/or monholes
ROAD, SIDEWALK AND BOULEVARD DIMENSIONS
RaW width
Street type
a
Higher Density &
Local
Crnwys
Low Density (lncl.
Local
Housing Choices)
—
20Cm
—
17,4m
1.
2.
3.
Vehicle BB<e
Curb to
3
Parking
Vehicle
2
facility
1 lanes
Volume
Curb width
—____
b
shared
both sides
16
<3,000
l0.5m
bikeway
shared
bath sides
1*4.1
<1,000
BErn
bikeway
Boulevard
c
Sidewalk
d
efr
2x2.20
2x1.8
2.7
0,3
1.0
2x2.20
2*1.5
2.7
0.3
1.0
ctions ore not included. Up to
Representative of mid—block sections, auxiliary lone(s) at interse
5.Om of additional ROW may be required.
routes in accordance with the Strategic
Bicycle facilities are to be implemented on designated
ed).
amend
(as
Plans
rhaod
Transportation Plan and OCP/Neighbo
ed an one or bath sides at the
Parking is for general guidance only. Parking may be restrict
ion of the City.
discret
the
at
street for all periods or certain periods of the day
PLOITED: 22—Jan—15
DATE:
JAN/2015
REY
LOCAL STREETS
SCALE:
N.T.S.
DRAWING NUMBER:
COQ-R2C
fr
CogitIam
STANDARD DETAIL DRAWINGS
NOTES:
1.
UTiLITiES lThIN 2.5m OF
COUNTERPOISE TO BE IN PLASTiC
SLEEVE.
2.
PLANTING TRENCH CONTiNUOUS
EXCEPT AT TRANSFORMERS & STREET
LIGHTS.
3.
TREES AND STREET LIGHTS TO BE
CENTRED IN BOULEVARD OR LOCATED
WITHIN THE FURNISHING ZONE AS PER
NEIGHBORHOOD DESIGN GUIDELINES
WHERE APPLICABLE.
-
4.
HYDRO AND COMMUNICA11ONS OFFSETS
BASED ON A STANDARD I.5rn
SIDEWALK AND MAY BE ADJUSTED FOR
WIDER SIDEWALKS.
FE
HYDRANT
0.15
0.15 MIN
LK
STANCHION
0
COUNTERPOISE
0
F
0
00
I—
I
I—
0
D
0
TREE PLANTING TRENCi
0
-1
FOR HIGHER DENSITY COMMUNITY COLLECTOR
WITH CYCLE TRACK SEE CDQ—R26
PLOJTED: 22—Jan—iS
ARTERIAL, COLLECTOR & LOCAL
STREETS BOULEVARD
DATE:
JAN/2015
DRAWN:
RE?
N IS.
DRAWING NUMBER:
I
I
COQ-R3
N
I—
CoitIam
STANDARD DETAIL DRAWINGS
ft
a
:
4
:r
-i___
b
O.8j
C
—
0
Qo
-J
:3
o
-J
4
5
Ui
cli
4
ft
<a
o
Z5
Ui
Ui
I
4
<U
)W
C
I
—
I
Increase dimension ‘e’, as
required, to provide adequate
clearance between larger
sewers and/or manholes
ROAD AND RIGHT—OF—WAY DIMENSIONS
e*
C
d
°
b
Street Section
13.2 6.5 2.7 0.3 1.D
Hillside Local
f
9
1.5
2.20
PLOTTED: 22—Jan—15
HILLSIDE LOCAL STREETS
\
DATE:
JAN/201 5
DRAWN:
REV
IAL_
J.s.
DRAWING NUMBER:
I
I
--I
COQ-R4
CoitIam
STANDARD DETAIL DRAWINGS
NOTES:
1.
UNDERGROUND WIRING IN BOULEVARD OF ALL
HILLSIDE STREETS.
2.
PLANTING WENCH TO BE CONTINUOUS EXCEPT AT
TRANSFORMERS, STREET LIGHTS AND HYDRANTS.
3.
U11LITIES VTHIN 2.Sm OF COUNTERPOISE TO BE IN
PLAS11C SLEEVE.
4.
GAS ONE SIDE ONLY. (OPPOSITE TO HYORO/COMM.)
5.
TREES AND STREET LIGHTS TO BE CENTRED IN
BOULEVARD.
n
0.15
FE
0.15 MIN
SIDEWALK
2%
STANCHION
COUNTERPOISE
0
0
0
U,
TREE PLANTING TRENCH-
0
0
C
z
0
0
0
PLOTTED; 22—Jan—15
HILLSIDE LOCAL STREETS BOULEVARD
DATE:
JAN/2O1 5
RWN:
1
D
Rfl’
SCALE:
N.T.S.
DRAWING NUMBER:
COQ-R5
1
CoitIam
STANDARD DETAIL DRAWINGS
NOTE:
1.
ENT SERVICES.
SUBJECT To APPROVAL OF MANAGER OF DEVELOPM
PARKING RESTRICTIONS WiLL APPLY.
2.
PROPERTY DEDICATION REQUIRED FOR HYDRO LPT.
3.
ADDITIONAL
,
WHERE A SIDEWALK IS REQUIRED ON BOTH SIDES AN
.
1.5n, OF DEDICATION REQUIRED
70.0
190mm
C
0
0
D.3
z
00
0.8
0
>j
UJ
Lii
H
F-Ui
(fit”
ROAD
<Lii
(fit”
Q
F
Ui
Ui
H
CR
PLOTTED: 22—Jan—iS
NARROW STREET
AT
1
D
JAN/2015
RAWN:
1
D
REV
SCALE:
N.T.S.
DRAWING NUMBER:
1
1
COQ-R6
CoitIam
STANDARD DETAIL DRAWINGS
20.0
-
•1.8
3.05±
1.6
6.7
2.0
-
Lii
0
0.60•,
a
0
0.60
0J
biD
0
>0
>0
<3:
a.QI
z
-J
I-
—
6
UI
0
lii
I
<Lii
01’)
2.0
F
I
2.01
O
z
D
H
o
F
0
C
Lii
In
Lii
-J
NOTE:
1.
LINE PAIN11NG To BE PROVIDED BETWEEN ROAD AND
2.Dm PAVED SHOULDER.
2.
50mm x 150mm ASPHALT DRAINAGE CURB To BE
PROVIDED AT EDGE OF PAVEMENT WITH CURB CUTS
AND ASPHALT DRAINAGE FLUME PROVIDED INTO
DITCH ON ALL ROAD GRADES IN EXCESS OF 5Z
PLOTTED: 22—Jan—15
RURAL STREET
[ATE:
JAN/2015
[DRAWN:
REY
SCALE:
I
DRAWING NUMBER:
COQ-R7
-N’
CoitIam
STANDARD DETAIL DRAWINGS
6.0
4
0.7
milder
“—ROLLOVER CURB
AS PER MMCD C4
0
0
>j
LiJ
z
Hid
(Inn
<Lii
u,u1
PLOTTED: 22—Jan—15
STANDARD LANE (NEW) CONSTRUCTION
4%-
DATE:
JAN/2O1 S
DRAWN:
REf
SCALE:
N.T.S.
DRAWING NUMBER:
COQ-R8
-N.
CoitIam
STANDARD DETAIL DRAWINGS
-r
-
N
20.0
/
I,
DETAIL
1:250
COMMUNITY COLLECTOR
(URBAN/HIGHER DENSITY)
-I-
(‘4
S
(N
—
‘=8n, (TYP)
C
F—
0
U
-J
-J
0
C)
0::
C
C
z
C
PLOTFED: 28—Jan—15
25.2m COMMUNITY 20Mm COLLECTOR
INTERSECTION
-
DATE:
JAN/201 5
DRAWN:
REY
SCALE:
1:400
DRAWING NUMBER:
I
COQ-R9
CoitIam
STANDARD DETAIL DRAWINGS
1
S
17.4
\
-1
/
/
DETAIL
1:250
COMMUNITY COLLECTOR
(URBAN/HIGHER DENSITY)
—
—.
—t—.
A—.—
—
—
N
If
N
—
——
—
=Sm (TYP)
n
>I-
-iv,
(iw
00
0
-i
PLOTtED: 26—Jan—15
25.2m COMMUNITY 17.4ni LOCAL
INTERSECTION
-
DATE:
JAN/201 5
DRAWN:
Rn’
SCALE:
1:400
DRAWING NUMBER:
COQ-R1O
CoitIam
STANDARD DETAIL DRAWINGS
It,
17.4
N
\
\
\
DETAIL
1:250
%—
-‘I
COLLECTOR STREET
(W/O BIKE ROUTE)
a
a
(TYP)
ff1
(fluJ
-Jo
0
o-J
_,%—
PLOTTED: 28—Jan—15
20Mm COLLECTOR 17.4m LOCAL
INTERSECTION
-
\
)
DATE:
JAN/201 5
DRAWN:
REY
SCALE:
1:400
I
I
COQ-R1 1
Co9,!Ølam
STANDARD DETAIL DRAWINGS
17.4
\
I
‘I
,—_——_
L
/
,‘
1:250
•—/
LOCAL STREET
(Low DENSITY)
DETAIL
\
:=5m (TYP)
uJ
F-Z
(/1w
—Jo
(Jo.
c—i
PLOTTED: 26—Jan—15
17.4m LOCAL STREET INTERSECTION
(LOW DENSITY)
DATE:
JAN/201 S
DRAWN:
REY
SCALE:
1:400
DRAWING NUMBER:
COQ-R12
Co%itIam
STANDARD DETAIL DRAWINGS
20.0
/
if
/
DETAIL
/
COLLECTOR
1:250
j
C
@4
=8m (TYP)
NOTE: R=18m
N INDUSTRIAL AREA
(CORNER TRUNCATION
TO BE DETERMINED)
C
if
PLOJTED: 28—Jan—15
\
20.Om COLLECTOR STREET AND
INDUSTRIAL/SERVICE COMMERCIAL
4-WAY INTERSECTION
j DRAWN:
SCALE:
JAN/2O15
I
DRAWING NUMBER:
REY
I
COQ-R13
1:400
CoitIam
STANDARD DETAIL DRAWINGS
-%
-‘Ii
20.0
-‘
<II
wi I
91K
vu
13,
/
I
IJ
U.’
1.5
I
LI,
SIDEWALK)
a::
0
H
C-)
FE
It.’
-J
-J
0
0
/
/
DETAIL
1:250
R=8m (TYP
0
d
Cl
COLLECTOR STREET
PLOTTED: 28—Jan—15
20.Om STANDARD COLLECTOR STREET
3-WAY INTERSECTION
DATE:
JAN/201 5
DRAWN:
RE’?
SCALE:
1:400
DRAWING NUMBER:
COQ-R14
I—
CoitIam
STANDARD DETAIL DRAWINGS
PAVEMENT TO EXTEND TO FULL WIDTH OF
ALLOWANCE WHERE POSSIBLE —BUT NOT LESS
THAN 4.dOm
GRAVEL SHOULDER WHEN REQUIRED
2:1 MAX.
2:1 MAX
VALLEY Q 1.Om MIN.
FROM EITHER PL.
LOCATION MAY BE
VARIED
LEAD TO
STORM
MIN. OF 75mm ASPHALTIC
CONCRETE IN ONE LIFT
CATCH
BASIN
MIN. OF 100mm OF MINUS
19mm CRUSH
MIN. OF 200mm SELECT
GRANULAR SUB—BASE
lAIN. GOOm ALLOWANCE
NOTE:
CATCH BASINS TO BE LOCATED AT LOW POINTS AND
CONNECTED TO STORM SEWER AS LONCITUDINAL
PROFILE REQUIRES AT LEAST ONE PER BLOCK AT LOW
END AT CROSS STREET PL.
CURB ON GRAVEL BASE AS PER OWG. COQ—R17 MAY
BE USED BY THE DESIGNER WHERE SPECIAL DRAINAGE
AND/OR GRADE PROBLEMS REQUIRE AND WHERE
DICTATED BY THE MANAGER.
ALGEBRAIC DIFFERENCE IN CROSSFALL GRADE SHALL
NOT EXCEED 6Z.
PLOTTED; 22—Jan—15
DRAWING NUMBER:
JAN/2015
STANDARD LANE CONSTRUCTION
(EXISTING)
RAWN:
1
D
SCALE:
REY
N.TS.
I
COQ-R16
CoitIam
STANDARD DETAIL DRAWINGS
DO ALLOWANCE
6. 7m
CS.
MIN. OF 75mm ASPHALTIC
CONCRETE IN ONE LIFT
I
L
I
-J
MIN. OF 100mm OF MINUS
19mm CRUSH
MIN. OF 200mm SELECT
GRANULAR SUB—BASE
NOTE;
CATCH BASINS TO BE LOCATED AT LOW
POINTS AND CONNECTED To STORM
SEWER AS LONGITUDINAL PROFILE
REQUIRES AT LEAST ONE PER BLOCK
AT LOW END AT CROSS STREET PL.
PLOTTED: 22—Jan—15
DATE:
PRIMARY ACCESS LANE
8.Om RIGHT-OF-WAY
RAWN:
1
D
SCALE:
JAN/2015
RE’?
NT.S.
I
I
I
DRAWING NUMBER:
COQ-R17
n
300
32 X 20 DRIFT PIN
45O
9
L.
INSTALLATION
COMMENCE INSTALLATION WITH
ON LEADING END, BULL NOSE
TO BE PLACED FIRST. END OF
IS A BULLNOSE SECTION WITH
CONNECTOR.
r*
F
WEEP HOLES
HOOK
SECTION
BARRIER
EYE
SECTION ‘A—A’
‘A’
150
NO POST BARRIER TYPE A OR
APPROVED EQUAL, MEETING BC
HIGHWAYS SPECIFICATIONS.
-H I—H
cow
DETAIL 1
584
BLACK AND YELLOW
REFECTORIZED PAINTING ON
ROAO FACE OF BARRICADE
‘A’
BARRIER SECTION
2.44rn
I
I
600
1.80
FRONT ELEVATiON
City of Coquitlam
PRECAST REINFORCED CONCRETE ‘NO—POST’ BARRIER
drawing
drawing
FiLE C00Th8
0 change, minar text changes
0 change
RBqSIDNS
DESIGNED BY:
SCALE:
NTS
DRAWN BY:
DATE:
A.S.K.
oa
27/97
CHECKED BY:
2
03/03
I
06/02
Na. DATE:
APP.
CKD.
APPROVED BY:
DRAWING NO.: COQ—RI5
STREET LIGHT, TEL/CABLE AND
HYDRO DUCTS UNDER SIDEWALK.
GAS ON DPPOSITE SIDE OF
SIDEWALK.
MEDIUM AND LARGE TREES.
STREET TREES @ 8—IDcm MIN.
IN BCNTA STANDARD WIRE
BASKET PLANTED IN LINEAR
ROOT TRENCH.
ABOVE
LEVEL.
-
cA
EXISTING
SUBCRADE
COMPACTED ZONE BELOW
TREE TD REDUCE
SETTLEMENT,
GRAVEL
600
PLANTING SOIL IN ACCORDANCE
WITH SUPPLEMENTARr
SPECIFiCATION.
100mm DIA. PERFORATED PVC
DRAIN LINE TIED INTO STORM
LINE FOR TRENCH DRAINAGE
WHERE SUBSOILS DO NOT
ALLOW INFILTRATION. CONNECTION
To AVOID TREE PLANTING
LOCATION.
SECTION THROUGH
j-\TREE LOCATION
SECTION THROUGH
44 TRENCH
sROOT
SIDEWALK
TRENCH WIDENING NO MORE
THAN WIDTH OF ROOTBALL
+600mm TO MINIMIZE
REDUCTION IN SUPPORT OF
CURBS AND SIDEWALKS.
NOTES:
PLANTING TRENCH CONTINUOUS
EXCEPT AT TRANSFORMERS,
SERVICE VAULTS & STREET
LIGHTS.
TREES TO BE CENTRED IN
BOULEVARD AND PLANTING
TRENCH WIDENED TO ALLOW
300mm TOPSOIL AROUND
RDOTBALL.
BOULEVARD
Destroy At! Prints Beorng Rev. No. less than one indcated beta
STREET CLASSIFICATION
“a”
Standard Local
Standard Collector
Hillside Local
HHlside Collector
Community Collector
Arterial
2.1
2.D5
2.1
2. 1
2.5
2.55
NOTE: All dimensions in metres
City of Coquitlam
STREET TREE TRENCH AND PLANTING DETAIL
REVISIONS
DESIGNED:
SCALE: N.T.S.
DRAWN: R.D.
CHECKED:
IDATE:17—0CT—11ISHT. 1 OF 1
PLOTTED:
FILE: COQ—R19
100mm WA.
100mm CRAUNULAR BASE
SHRUB
IRRIGATION
GROUNDCOVER
EXP. AGO.
CONCRETE COLLAR
50mm
CURB
ASPHALT
TYPICAL CROSS SECTION
0.8—1.Om 0.C.
GROUNOCOVER 0.m O.C.
AGO. SPLASH STRIP
PLAN
City of Coquitlam
MEDIAN TYPE I
drawtng
flLE C00R2D
1
# change
REViSIONS
DESIGNED BY:
SCAI.E:
N.T.S,
DRAWN BY:
0A
.S.K.
OCT 22/97
CHECKED BY:
03/03
Na, DATE:
CK0.
APP.
APPROVED BY:
DRAWING NO.: COQ—R20
STAKED IF REQ’D
100mm DIA.
IRRIGATION
CURB
ASPHALT
SECTION
TREE
LAWN
CURS
EXPOSED AGGREGATE
PLAN
City of Coquitlam
MEDIAN TYPE II
drawing
Fill: COQ—R21
if
change
I
RENISIONS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
N.T.S,
&s<
Q7 24/97
CHECKED BY:
03/03
No. DATE:
CKD.
APPROVED BY:
DRAWING NO.:
APP.
2.Om ‘FENCECRETE’ FENCE
OR APPROVED EQUAL
LANDSCAPING IN ACCORDANCE
WITH REQUIREMENT OF PARKS
AND RECREATION DIRECTOR
400mm
CONCRETE
300mm
200mm PIT
100mm —20 MINUS GRAVEL
RIGHT OF WAY VARIES
OF WAY
City of Coquitlam
SOUND REDUCTION BERM & FENCING
drawing j change
flLE COQ—R22
Rv1SI0NS
DESIGNED BY:
SCAIL
N.T.S.
—
ARTERIAL ROADS
I
03/03
Na. DATE:
DRAWN BY: ASK
DATE
OCt 24/97
CHECKED BY:
CR0
APP.
ppovEo BY:
DRAWING NO.:
COQ—R22
SNOW FENCE TO BE L—7O
OR APPROVED EQUIVALENT
WIRE To BE WOVEN
THROUGH FENCING MATERIAL
100mm DIA. P.T. POST
1.8m—2.Om HT.
2.4m
J
\
i ‘,
f_j’
GALVANIZED
STAPLEALONG
TREE RETENTiON MEA
—
1
/
KEEP OUT
4” ORANGE GLOW TREE
RETENTION FLAGGING TAPE
I
/
ii
TREE RETENTION APEA
—
/
I
pi
KEEP OUT
LJtLHHHHHHHHHHHHHHHLUUJ
/DLJLDDDDDDDDDDDDDDDEDL
IDEiILDDDDDDDDDDDDDEiDEUL
E1LIfflZDDDDDDDDDDDDDDL1LEh1
CUZDDDDDDDDDDDDDDDERL
1 .2m
mLDLDDDDDDDDDDDDDDDEIL
T
POS
LI}LDDDDDDDDDDDDDDEJERL
GROUND LEVEL
0, 6rn
City of Coquitlam
PROTECTION ftNCING
drawing
flU: COQ-R23
# change
REVISIONS
DESIGNED BY:
SCALE
N.T.S.
I
DRAWN BY:
DATE:
&S.K.
OCT 24/97
CHECKED BY:
03/03
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: CDQ—R23
Protective Fencing
(snow fencing should be secured
by metal or wood stakes)
Flagging tape to
highlight protection
Eu)
S
E
0
cc
C,,
All—weather signoge
I.Omt
—
—
Additional I .Om protection area
hand excavate only
(no heavy machinery or staroge)
City of Coquitlam
TREE RETENTION GUIDELINE
drawing
F1Lt C0O.R24
41 change
REViSIONS
DESIGNED BY:
SCAJ.E:
N.ts.
1
DRAWN BY: kS.K.
DATE:
ocT 22/97
CHECKED BY:
03/03
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: COQ—R24
PLAN VIEW:
Maximum 25% on one side
or no more than 33% of total
Tree trunk
Root pruning
limit (varies)
I .2m-’ I .8m
(minimum distance)
(see table)
Ground plone
Pruning cut
(Typical)
ROOT ZONE
ROOT PRUNING GUIDELINE
This
Nat this
This
Not this
Or this
BRANCH PRUNING
City of Coquitlam
Root Pruning Guideline
drawing
FLE COQ—R25
0 change
I
RE’1SIONS
DESIGNED BY:
DRAWN BY:
SCM.E:
OATh
N.T.S.
ASK.
ocr 2/97
CHECKED BY:
03/03
ND, DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: CDQ—R25
I-
CoitIam
STANDARD DETAIL DRAWINGS
NOTES:
1.
UTILITIES WITHIN 2.5m OF COUNTERPOISE TO
BE IN PLASTIC SLEEVE.
2.
PLANTING TRENCH CONTINUOUS EXCEPT AT
TRANSFORMERS & STREET LIGHTS.
3.
SIDEWALK TO HAVE NARROW WiDTH BY O.2m
AT TRANSFORMER.
4.
TREES AND STREET LIGHTS TO BE CENTRED
IN BOULEVARD OR LOCATED WiTHIN THE
FURNISHING ZONE AS PER NEIGHBORHOOD
DESIGN GUIDELINES WHERE APPLICABLE.
JE
0
La
0.15 MIN
BICYCLE
(ASPHALT)
2%
PLOITED: 22—Jan—15
DRAWING NUMBER:
JAN/2O1 5
25.2m R.O.W. HIGHER DENSITY COMMUNITY
COLLECTOR WITH CYCLE TRACK
DRAWN:
j1
SCALE:
I
REf
N.T.S.
I
COQ-R26
OF UTILITY POLES & LIGHTING
STANDARDS
300 MIN.
BERM
JOINT MATEThAL
AROUND BASES
150
CURB AND GUTTER
00
STANDARD 90
SIDEWALK
50 GRAVEL
POLE BASE AT SIDEWALK GRADE
CONDUIT AND CABLE
FOR LIGHTING CIRCUIT
50 CONG. UTILITY STRIP PLACED
ON COMPLETION OF INSTALLATION
OF POLES, STAYS AND LIGHTING
STANDARDS
DRAIN TILE WHERE
REQUIRED BY ENGINEER
SEE MMCD DRAWING No. Cl
CONC. POLE PEDESTAL
City of Coquitlam
BOULEVARD
flLE2 COQ—Ct.dwq
RE1SIONS
DESIGNED BY:
N.T.S.
DRAWN BY:
DATE:
—
A.S.K.
JUN 19/96
SIDEWALK UTiLITY STRIP
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING No.: coo—ci
CONCRETE CURB & GUTTER
SIDEWALK
ASPHALTIC CONCRETE
CRUSHED GRAVEL
CRUSHED GRAVEL
SELECT GRANULAR BASE
C
0
0
SUB—GRADE
FILTER MEDIA
(10mm CRUSHED DRAIN ROCK)
PERFORATED PIPE UNDER DRAIN
(MIN. 100mm DIA.)
300
NOTES:
1. REFER TO CONSTRUCTION DRAWINGS FOR PROPOSED LOCATION AND DEPTH
OF UNDERDRAINS.
2. WHEN THE CENTRE LINE ROAD GRADE iS 2% OR GREATER, UNDERDRAINS SHALL
ONLY BE REQUIRED FOR A LENGTH OF 6 METERS ON THE UPSTREAM SIDE
OF THE CATCH BASIN.
3. ALL UNDERDRAINS ARE TO BE CONNECTED TO CATCH BASINS OR THE STORM
SEWER IF CATCH BASINS ARE NOT ACCESSIBLE.
4. IF THE SUB—GRADE IS SELF DRAINING IN THE OPINION OF THE ENGINEER, THE
UNDERDRAIN INSTALLATION MAY BE WAIVED.
City of Coquitlam
PERFORATED PIPE UNDERDRAIN
FiLE: CDQ—C3A.DWG
RE’vISIGNS
DESIGNED BY:
SCALE:
NT.S.
DRAWN BY: ASK.
DATE:
Q 31/97
CHECKED BY:
No. DATE:
CKD,
APP.
APPROtD BY:
DRAWING ND.: COQ—C3A
C
Lu
C
C
U,
Lu
C)
I
z
C)
U
C
U,
C
0
C
N
z
C
C)
U,
C
a)
-J
0
Lu
Lu
U
C-)
Lu
C
C)
LI
‘A’
Li,
Lu 0
z
‘A’
0
LI
(“Lu
<0
0<
Ito
I.-’
U)
L
-Jz
WC
I— I—
ow
to>
0
N,
C
N
E
LI
Lu
0
0
C
U,
N)
Lu’
z
C’,
-J
I-.
I
0
C
N
C
F—
z
C
0
0
U)
r
VARIES
L
1650
z
C
LI
z
L
90
25 TO 230 max. TO SUIT DRIVEWAY
NORMAL S/W GRADE
1. WHERE DRIVEWAY IS AT LOWER GRADE THAN
SIDEWALK, CROSSING SLOPES, BREAKOUT POINT
AND O/w GRADE AS INDICATED BY DASHED LINES
IN SECTION IF APPROVED BY THE MANAGER.
2. WHERE NEW CROSSING IS INSTALLED IN
EXISTING SIDEWALK, BREAKOUT TO NEAREST
TOOLED TRANSVERSE LINE.
EXPANSION JOINT
SECTION ‘A—A’
City of Coquitlam
LOCAL, COLLECTOR
CrossIng of Curb, Gutter and Sidewalk
flLE COQ—C7.OWG
REViSIONS
DESIGNED BY:
DRAWN BY:
SCALE:
OATh
&SK.
oa 21/97
CHECICO BY:
No DATh
CKD.
APP.
APPROVED BY:
DRAWING NO.: coo—ci
I—
a
0
Lu
C)
a:
D
C)
0
0,
S
‘A’
‘A’
a
N
0
‘I)
S
Lii
U.)
a:
C)
C’d.
1
Lu
a
in
-J
I
a
a:’
Lii
0
0
a:
Lii
ci
0-I
Lu
£0
a:
C)
9D
1
C
._WHERE DRIVEWAY IS AT LOWER GRADE THAN
SIDEWALK, CROSSING SLOPES SHALL BE REVERSED
AS INDICATED BY DASHED LINES IN SECTION.
(?FRE REQUIRED ON EACH SIDE.
(rWHERE NEW CROSSING IS INSTALLED IN
EXISTING SIDEWALK, BREAKOUT TO NEAREST
TOOLED TRANSVERSE LINE.
EXPANSION JOINT
SECTION ‘A—A’
City of Coquitlam
ARTERIAL INDUSTRIAL
Sidewalk Crossing with Driveway
RElS1ONS
DESIGNED BY:
SCALE:
NTS
DRAW)1 BY:
DATE:
oa 21/97
CHECKED BY:
Na. DATE:
APP.
CKD.
APPROVED BY:
DRAWING NO.: COO—CiA
/
N
TOOLED LINES IN
DRIVEWAY V9ThIN
BOULEVARD AREA
ONLY
DRIVEWAY TO BE CENTERED
NORMAL SIDEWALK GRADE, CROSS—SLOPE AND
FINISHED SURFACE TO BE RETAINED ACROSS DRIVEWAY
SIDEWALK ThICKENED TO 190mm FULL DTH
\
\
SIDEWALK WDTR
(VARIABLE)
01
BOULEVARD WDTh
(VARIABLE)
t’41
¶
=\
‘
QI
.—TOP OF CURH-.
7 A\_________
‘
GUTTER
3.5m MIN. TO 6.Om MAX AS APPROVED BY ThE
MANAGER FOR RESIDEN11AL ZONES AND 11.Om MAX
FOR COMMERCIAL, INDUSTRIAL AND INSTITUTIONAL
E
E
0
Destroy All Prints Bearing Rev. No. less than one indicated below
City of Coquitlam
TYPICAL CURB/SIDEWALK DRIVEWAY
LETDOWN
SEPARATED SIDEWALK
—
NOTE: All dimensions in metres
REVISIONS
DESIGNED:
SCALE: N.T.S.
DRAWN: R.D.
DATE:
CHECKED:
SHT. 1 OF 1
PLOTtED:
FILE: COQ—C7B
SLOPE VARIES
1500
40
100mm 20 MINUS
200mm PIT
UNDERDRAIN
WHERE
REQUIRED
(TYPICAL)
PERFORATED DRAIN AT ALL LOCATIONS
WHERE PL. ELEVATIONS ARE 1000 OR
MORE ABOVE SIDEWALK ANO OTHER
LOCATIONS WHERE DIRECTED BY THE
ENGINEER.
MONOLITHIC CURB SIDEWALK
City of Coquitlam
MONOLITHIC SIDEWALK
drawing
FiLE: CO0-C8DWG
if change
RE’1SI0NS
DESIGNED BY:
SCAI.E:
1
DRAWN BY:
DATE:
A.S.K.
y 29/97
CHECKED BY:
06/02
No. DATE:
CKD,
APP.
APPROVED BY:
DRAWING NO.: COO—GB
WHEN SIDEWALK ENDS MIDWAY
AROUND CURVE THE CONTRACTOR
SHALL INSTALL AN ASPHALT
RAMP TO MEET EXISTING GRADE
WHEELCHAIR RAMP (EXACT LOCATION
SHALL BE DETERMINED BY THE
ENGINEER ON SITE)
CROSSWALK
EXISTING CURB & GUTTER
EXISTING SIDEWALK
NOTES
1. CONTRACTOR SHALL BREAKOUT ENTIRE SIDEWALK PANELS AS REQUIRED. SIDEWALK PANELS
MUST BE CUT AT SIDEWALK JOINTS. CUTS WILL NOT BE PERMITTED IN THE MIDDLE OF
SIDEWALKS.
2. CONTRACTOR SHALL CUT AND REPAIR ENTIRE CURB SECTIONS BACK TO NEAREST CURB
CONTRACTION JOINT.
3. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK.
4. SIDEWALK AND CURB SHALL BE SEPARATED WITH APPROVED CONTRACTION JOINT MATERIAL.
5. WHERE SIDEWALK PANEL IS CUT AT SIDEWALK JOINT IT MUST BE CLEANED AND CONTRACTION
JOINT MATERIAL INSTALLED TO SEPARATE EXISTING SIDEWALK FROM NEW SIDEWALK,
City of Coquitlam
WHEELCHAIR RAMP DETAIL
ALE: COQ—C9DWG
RSIONS
DESIGNED BY:
SCALE:
N.T.S.
DRAWN BY:
DATE:
oa
CHECKED BY:
31/97
I
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: CDO’—C9
ID
C,
C-,
0
0
to
-J
t.1
£1
0
z
-4
In
2,
-c
-t
C
-U
C-,
‘S
F,
z
0
C, U,
z 0
F” z
a In
I
C
I-,
C
C
I;;
-c
t
B
x
ITT
ITT
-U
ri
B
0’
I
I-’
C
0
I-tI
C
3
0
P1
C
z
0
z
P1
C,
Li,
0
C
c
4
-I
TI
U
U
TI
4
C
C
TI
150
lAIN. OF 75mm ASPHALTIC
CONCRETE
BLVD OR WALKGRAOE
MIN OF 100mm OF MINUS
20mm CRUSH
NATIVE
MATERIAL
OR PIT
DRAIN TILE
BEHIND CURB
AS PER ORG.
COQ—C24
lAIN. OF 200mm PIT RUN
CURB ON GRAVEL BASE NO SIDEWALK
City of Coquitlam
CURB ON GRAVEL BASE
drawIng
flLE: CCQ—CIO&DWG
0 chango
REvISIONS
DESIGNED BY:
SCALE:
N.tS.
1
DRAWN BY:
DATE:
A,S.K,
OCT 29/97
CHECKED BY:
06/02
No. OATh
CKD,
APP,
APPROVED BY:
DRAWING NO,: COo’-ClOA
STANDARD N0—POST’ BARRIER
SECTION AS PER DWG. COQ—R18
2.44
BLACK AND YELLOW
REFECTORIZED PAINTING ON
S/W FACE OF BARRICADE FOR
FULL LENGTH
FOR USE WITh ANY
SIDEWALK AND CURB
COMBINATION
/
FRONT ELEVATION
‘A—A’
END OF SIDEWALK
1 BARRIER SECTION
1132 kg
—II
BARRICADE
to
‘A’
‘A’
SIDEWALK
/
ELAN
City of Coquitlam
PRECAST REINFORCED CONCRETE BARRIER FOR SIDEWALK END
FILE: COO—C?I.DWG
REviSIONS
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NJ,s.
&SK
OCT 23/97
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: COD—Cu
NOTES:
1. MAX. WALKWAY GRADIENT
10%
2. RAILING AS PER COQ—C14 REQUIRED ON STAIRWAY.
3. PEDESTRIAN BAFFLES AT BOTH ENDS
OF WALKWAY.
4. MAX. 12 RISERS PER FLIGHT BETWEEN LANDING.
—
RAIL AS PER DWG.
COQ—C17
2
100 GRAVEL BASE
#4 REBAR a 250
lAIN. 50 CLEAR
—
200
#4 REBAR a 300
CC
STAIRS
RISE —175
RUN —300 2% SLOPE
1— I4 NOSE BAR —Th’P.
lAIN. SO CLEAR
200
KEY BEAMS INTO
UNDISTURBED GROUND
LANDING & STAIR DETAIL
City of Coquitlam
STAIRWAY DETAILS
REQ1SIONS
flLE: COQ—C15DWG
DESIGNED BY:
SCALE:
N.T.S.
DRAWN BY:
DATE:
kS.K.
NOV 3/97
CHECKED BY:
No. DATE:
CK0.
APP.
APPROVED BY:
DRAWING ND.: COO—C15
HANDRAILS SHALL SE FABRICATED
FROM 42mm Do x 3.56mm WALL
STANDARD GALVD. STEEL PIPE.
ALL FIELD WELDS SHALL BE
FiLED SMOOTH.
ALL SENDS ARE SMOOTH CIRCULAR
CURVES.
HANDRAILS REQUIRED ON BOTH
SIDES OF STAIRS.
RAILS PARALLEL TO STAIR SLOPE
0
0
U)
ALL AROUND
FENCE POST PLUGS
TYPICAL HANDRAIL
City of Coquitlam
TYPICAL HANDRAIL DETAILS FOR STAIRS
REMSIONS
DESIGNED BY:
flLt C—Cl7OW
SC1.E:
N.T.S
DRAWN BY: A5K
DATE:
NOV 3/97
CHECKED BY:
No. DATE:
CKD.
P.
APPROVtD BY:
DRAWING NO.: COQ—C17
SPRAY HEAD
TURF HEAD
PVC LATERAL
STREET ELBOW
(LENGTH AS REQUIRED)
SCH. 40 PVC STREET ELBOW
City of Coquitlam
SMALL TURF POP—UP ON TRIPLE SWING JOINT
flLE CCQ—IO1.DWG
RE\’1SIDNS
DESIGNED BY:
SCME
N.T.S.
DRAWN BY: ASK
DATE:
DEC 11/97
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING ND.: COD—IDI
SHRUB
FINISHED GRADE
18”
1/2” X 16”
PVC SCH. 80 NIPPLE
—
PVC LATERAL
ELBOW
(LENGTH AS REQUIRED)
SCH. 40 Pvc STREET ELBOW
City of Coquitlam
SHRUB HEAD DETAIL
ALE: CO0—102.DWG
REViSIONS
DESIGNED BY:
SCAU:
N.T,S.
DRAWN BY:
DATE:
ks.K.
DEC 11197
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: cao—ioz
LARGE TURF HEAD
(ELECTRIC VALVE—IN--HEAD)
24 VOLT CONTROL
WIRE
OR
HYDRAULIC TUBING
STREET ELBOWS
PVC SCH. 80 NIPPLED (LENGTH AS REQUIRED)
STREET ELBOWS PVC SCH. 40
City of Coquitlam
VALVE—IN—HEAD ROTOR
FiLE: CDQ—I03.DWG
REVISIONS
DESIGNED BY:
SCALE
N.T,S,
DRAWN BY:
DATE:
A.5,K.
DEC 11/97
CHECKED BY:
Na. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: COQ—103
////
PLASTIC COVER
—
CARSON BROOK
1419 VALVE
BOX
PVC BALL VALVE
HANDLE
FROM MAIN
CONNECTION
TO SPRINKLERS
SCH. 80 MALE ADAPTORS
OR
SCH. 80 NIPPLE WITH
SCH. 40 FEMALE ADAPTOR
City of Coquitlam
ISOLATION VALVE
FiLE: COO-O4.DWG
REViSIONS
DESIGNED BY:
SCAI.E
N,T.S.
DRAWN BY:
DATE:
A.s.k.
DEC 11/97
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: COQ—1O4
QUICK COUPLING VALVE
FINISH GRADE
GALVANIZED THREADED NIPPLE
GALVANIZED THREADED ELBOW
SCH. 80 PVC NIPPLE (LENGTH AS REQUIRED)
LATERAL PVC PIPE
SCH. 40 Pvc THREADED STREET ELBOW
City of Coquitlam
QUICK COUPLING VALVE
FiLE: COQ—I05.DWC
RE1SIONS
DESIGNED BY:
SCALE:
NJ.s.
DRAWN BY:
DATE:
&S.K.
DEC 12/97
CHECKED BY:
No, DATE:
CKO.
APP.
APPROVED By:
DRAWING NO,: COQ—105
PLASPC VALVE Box WITH COVER
PVC BALL VALVE
WIRE CONNECTORS (CONNECTIONS
TO BE MADE BY VALVE)
FINISH CRADE
1/2” MIN
1/2”
VALVE
COUPLER VALVE
CARSON BROOKS
1419 VALVE BOX
GALVANIZED NIPPLE
(LENGTH AS REQ.)
TO SPRINKLERS
90 ELL—PVC SCH. 40
QUICK COUPLER VALVE
REQUIRE USE A PVC
SCH. 40 TEE AND REDUCER
???? WITH THREADED
CONTROL WIRE
TO CONTROLLER
COMMON WIRE
(TO OTHER VALVES
ON SAME CONTROLLER)
PVC CLOSE NIPPLES
PVC SCH. SO NIPPLE
(LENGTH AS REQUIRED)
MAIN LINE
FITTING
MAIN UNE SUPPLY
NOTE: ALL THREADED
CONNECTIONS TO HAVE
2 WRAPS OF TEFLON
TAPE
City of Coquitlam
AUTOMATIC VALVE
RAINBIRD P.E.B. SERIES OR EQUIVALENT
ALE: CDQ-ID6.DWG
RE’1SIDNS
DESIGNED BY:
SCALE:
N.T.S.
DRAWN BY:
DATE:
ASK.
DEC 15/97
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING No.: COQ—1D6
24 VAC CONTROL WIRE
VAC POWER WIRING
‘I .k k.J
,\kgPM
4
.LlvP&h4vq\
/
I
TRENCH
MARKER 300
TAPE
300mm (12”)
(MINIMUM)
fl
Il\SJ
I
600mm (24”)
(MINIMUM)
II
/
Lt]
11 OV WIRE
75mm LAYER OF SCREENED
SAND OR TOPSOIL ABOVE
AND BELOW THE PIPE
qPMlPMlNJV
300mm (12)
(MINMUM)
I
TRENCH
MARKER
TAPE
I
I
‘
I
LJ
L©J 11OV WIRE
75mm LAYER OF SCREENED
SAND OR TOPSOIL ABOVE
AND BELOW THE PIPE
24 VAC CONTROL WIRE WITH IRRIGATION PIPE
‘4 4P
a’I, Lk s
fl4
1
1
i
450mm (18)
(MINMUM)
jV
4
’
1
S
1KVPM iNV
4
I
i
24 V
CONTROL
WIRES
I
/
450mm
(18”)
(MINIMUM)
L’J
WIRE
City of Coquitlam
110 V POWER
WIRE
FilL COQ—lO’.OWO
\/PIPEj
NOTE: 1 1OVAC POWER WIRE BEDDED IN
150mm SCREENED SAND OR TOPSOIL
PIPE
24 VAC CONTROL WIRE, IRRIGATION PIPE AND
110 VAC POWER WIRE
(18’)
(MINMUM)
450mm
300mm
(12)
(MINMUM)
IRRIGATION TRENCH DETAILS
REQ1SIONS
DESIGNED BY:
.QE
N.T,S,
DRAWN BY: &si<.
DATE:
DEC 15/97
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: COQ-Io7
PEDESTAL CABINET/CONTROLLER
FORM
SWEEP ELL/(CONTROL TUBING OR
24 VAC WIRING)
SLEEVE (ELECTRICAL CONNECTION/ (1 1OVAC POWER WIRE)
CONCRETE BASE! (TO BE 8” THICK AND TO EXTEND
6” PAST ALL SIDES OF CONTROLLER
TYPICAL INSTALLATION DETAIL
City of Coquitlam
CONTROLLER INSTALLATION
(PEDESTAL MOUNT)
FiLE: COQ—[D8.OWG
REViSIONS
DESIGNED BY:
SCAIL
NTS
DRAWN BY:
DATE:
&S.K.
16/97
CHECKED BY:
No. OATh
CR0.
APPROVtD BY:
DRAWING NO.:
APP.
JjQ)
ALL WIRING TO BE INSTALLED
AS PER LOCAL CODE
120 VOLT POWER
AND GROUND
CONNECTIONS
(INSIDE HIGH
VOLTAGE BOX
IN CONTROLLER)
FINISH GRADE
City of Coquitlaii
CONTROLLER INSTALLATION
(WALL MOUNT)
FiLE: CDC—D9.DWG
REVISIONS
DESIGNED BY:
DWN BY:
SCALLN .T.S.
DATE:
ASK.
DEC 16/97
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRMVING ND.: coo—iog
VALVE BOX
STEEL COVER
A.E. CONCRETE #5686
QUICK COUPLING
PVC PIPE
BRASS
PIPE
ALL CONNECTIONS ON ASSEMBLY TO BE THREADED
TO CITY SUPPLY
City of Coquitlam
DOUBLE CHECK ASSEMBLY
(MODEL WATT OO7QT)
F]LE: COQ—1O,DWC
REQ1SIDNS
DESIGNED BY:
SAU:
N.T.S
DRAWN WY:
DATE
ASK.
DEC
17/97
CHECKED WY:
No. DATE:
CKD.
APPROVED WY:
DRAWING NO.:
APP.
2275
P LAN
TWIN HINGED STEEL UDS
(H—20 LOADING)
TD BE SUPPLIED WITH BOX
PIT PAD IN NON—TRAVELLED AREAS
MUNICIPAL
ISOLATION VALVE
MAIN
GRAVEL
SECTION
NOTES:
PIPE CONNECTIONS TO BE THREADED, FLANGED OR COMPRESSION.
ALL PIPE TO BE BRASS, TYPE ‘K’ COPPER TUBE OR WELDED STEEL
*MrER MAY BE PLACED ON FLOOR OF VAULT.
No.
DESCRIPTION
1
2
3
4
5
GATE VALVE (ISOLATION)
STRAINER
MEtER, NEPTUNE OR SENSUS
MECHANICAL FLANGE ADAPTOR
ADJUSTABLE PIPE STANDS
Coguitlam Water Utility
75 mm 0
REY1SIONS
DESIGNED BY:
fliEr COO—il
N.T.S.
DRAWN BY:
DATE:
COMPOUND METER INSTALLATION
FOR IRRIGATION ONLY
ASK.
DEC 17/97
CHECKED BY:
No. DATE:
CKD.
APPROVED BY;
DRAWING No.:
P?P.
CONCRETE PULL BOX 1200 x 1200 x 1000mm
A.E. CONCRETE PRECAST PULL BOX (BC HYDRO
TYPE) C/W 1200 x 1200 CONCRETE NECK AND
STEEL SPLIT HINGED LID WITH BOLTING
MECHANISM (GALVANIZED).
300 (TYP)
WRAP CONDUCTORS
STEEL BARS
CONCRETE PAD
ALL AROUND (Ti?)
305 x 305 KNOCKOUT!
(8 PER BOX) USE
AS REQUIRED
CONDUITS
ELECTRICAL CONDUITS
200 MIN
CAP (Ti?.
100mm 0 PERFORATED PVC
DRAIN PIPE (2 SIDES TYPICAL)
40mm MINUS
CLEAR AGGREGATE
NOTES
—
•
—
—
GROUND STEEL BARS & STEEL LID
INSTALL GALVANIZED STEEL BARS ACROSS VAULT (SQUARE CHANNEL BAR
IN SLOTS INSIDE OF VAULT)
CONDUCTORS SHALL BE NEATLY ORGANIZED & GROUPED ON BARS AS
DIRECTED BY ENGINEER ON SITE
STEEL LIDS SHALL BE MARKED ‘ELECTRICAL
COUPLING
75 mm LENGTH
OF RPVC
CONDUIT
CAP (GLUED TO
75 mm Lg RPVC)
FRICTION FIT
HERE ONLY
PULL STRING
TIE OFF TO
HANGER BAR
NYLON PULL STRING
—J.B. WALL
WALL
INSTALL
COUPLING OR
BELL END
NOTE: ALL CONDUITS TO DRAIN To J.B.
CAPPED EMPTY CONDUIT
ENTRY TO J.B.
CONDUIT ENTRY TO J.B.
City of Coquitlam
JUNCTION VAULT DETAILS (CONCRETE)
Minor text changes
FILE: E4846—Il
REViSIONS
DESIGNED BY: D.S.M.
SCALE:
N.T.S.
1
DRAWN BY:
DATE:
RI.
91—03—06
CHECKED BY:
01/03
L.M,
No! DATE:
CKD,
APP.
APPROVED BY:
DRAWING ND.: E—1l
PEDESTRIAN HEAD
CLAMSHELL
BRACKET
MOUNTINCI
PEDESTRIAN HEAD
PEDESTRIAN HEAD
SPACER
TAP POLE
(2 PLACES)
l2mmø CAD.
PLATED BOLTS
(30mm LONG)
2 REQUIRED
P LAN
City of Coquitlarn
tLAMSHELC PEDESTRIAN HEAD MOUNTING DETAILS
1
MInor test changes
FILE: E4848—14
RE1SI0NS
DESIGNED BY: DsM.
SCALE:
N.T.s.
DRAWN BY:
DATE:
RF.
91—03—06
CHECKED BY:
01/03
LM.
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: E—14
550 (TYP.)
0
0
SECTION A—A
POLE
GALVINIZED WASHERS
(ABOVE AND BELOW)
l5Omm
LG
—
-
-0-
-
NEOPRENE GASKETS
9
d
(AB0VE AND BELOW)
\.
2 REQUIRED
GALVINIZED BOLT
HEX NUT
CAD. PLATED LOCK WASHER
DRILL & TAP POLE TO
SUIT (2 PLACES)
SIGNAL HEAD
TOP BRACKET
ECONOLITE ‘D’ TYPE
ALUMINUM TOP BRACKET
B—
LIE] I:: EZZZZZZZZZZZZ:31]
B—
SECTION B—B
GASKETS
BELOW)
LOCKNUT
PEDESTRIAN SIGNAL HEAD SHOWN
GALVINIZED WASHERS
(ABOVE AND BELOW)
-
STEEL POLE
-
COVER
BRACKETS SHALL BE PRE—PAINTED
BY THE MANUFACTURER AS PER
SPECIFICATIONS.
HOLE DRILLED
IN BOTTOM BRACKET ONLY.
BOTfOM BRACKET
City of Coquitlam
SECONDARY & PEDESTRIAN SIGNAL HEAD
MOUNTING DETAILS FOR TOWN CENTRE STYLE SIGNALS
FiLE: E484&’15
RE%ISIONS
DESIGNED BY D.S.M.
SCAJ.E:
N.Ts.
DRAWN BY R.F.
DATE
91—03—06
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO,: E—15
SIGNAL HEAD BOLTS
TENON FOR
(SEE DETAIL
SIGNAL
HEAD SECTION
LOCKING BOLTS
ECONOLITE ADJUSTABLE
ELEVATOR PLUMBIZER
EXACT LOCATION TO BE DETERMINED
BY ENGINEER ON SITE
DRILL 25mm 0 HOLE
IN SIGNAL ARM FOR WIREWAY
FRONT VIEW
I
CUT TO SUIT
‘‘‘
DRILL HOLES IN
SIGNAL ARM TO
SUIT BOLTS
H’’
600 O.D. X 150 LONG GALV.
SIGNAL ARM
TOP VIEW
City of Coquitlam
OVERHEAD SIGN HEAD MOUNTING DETAIL
FOR TOWN CENTRE STYLE SIGNAL POLES.
FiLE: E484816
REViSIONS
DESIGNED W D.s.M.
SCALE:
NT.S.
DRAWN BY:
DATE
R.F.
91—03—06
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING ND.: E—16
CABLE
SPRING
HANGER
VISOR
YELLOW BACKBOARD
WITH 60mm YELLOW
DIAMOND GRADE
REERO REFLECTIVE
SHEEflNG BORDER
WHITE DIAMOND GRADE
RETRO REFLECTIVE
SURFACE
750mm
PIECE BACKBOARD
PRIMARY FIRE SIGNAL HEAD MOUNTING
SIGNAL
8—6mm ROUND HEAD CAD
HEAD BOLTS C/W NUTS &
‘RED’ SIGNAL
‘YELLOW’ SIGNAL
SINGLE ARM BRACKET
1150 X 30 X 3 (llGu) THICK
IGALVANIZED FLAT BAR SUPPORTS
SECONDARY FIRE SIGNAL HEAD MOUNTING
City of Coquitlam
FiRE SIGNAL HEAD MOUNTING DETAILS
1
Text changes, Fire Truck Symbol
FiLE: E4848—17
REVISIONS
DESIGNED BY: D.S.M.
SCAI.E:
NT.S.
DRAWN BY:
DATE:
R.F.
91—03—06
CHECKED BY:
INC
01/03
DATE:
LM.
CKD.
M’P.
APPROVED BY:
?W1N0 ND.: E—17
12mm RIGID
TB CONDULET
20mm TO 12mm REDUCER
BUSHING (WELDED TO POLE
BY POLE SUPPLIER)
LOCKNUT (WPICAL)
NIPPLE TO SUIT
KEENE STONCO FIXTURE
VCXL—II FInING C/W
VPRC—1O CLEAR LEXAN
GLOBE OR APPROVED EQUAL
SIGNAL LAMPS
STEEL POLE
0
0
0
(0
POLE BASE
-
4.
•
4.4..
4
1•
.
t
Q
•
‘4
I.
City of Coquitlam
FIRE INDICATION LIGHTS
FiLE: E4848—18
REViSIONS
DESIGNED BY: D.S.M.
SCAJI:
NJ.S.
DRAWN BY:
DATE:
R.r.
91—03—06
CHECKED BY:
No. DATE:
CKD,
APP.
APPROVED BY:
DRAWING NO.: E—18
TRAFFIC CONTROLLER CABINET
SEAL ALL AROUND
WITH SILICONE
B.C. TEL BOX
(SEE DWG. E—25)
DOOR
(FRONT OF
CONTROLLER)
R.STEEL CONNECTOR
50mm R.STEEL (BEND AROUN!
CONTROLLER BASE AND UP
SIDE OF CONTROLLER TO TEL.
Box).
CONCRETE CONTROLLER
BASE.
R.STEEL TO R.PVC
ADAPTOR
ISTRAP R.STEEL CONDUIT TO
CONTROLLER BASE WITH A GALV.
SINGLE HOLE PIPESTRAP, 10mm CAP
PLbJED BOLT & CONCRETE INSERT
—I
50mm R.PVC
UP B.C. TEL. POLE AS
DETAILED ON DESIGN
DRAWINGS
FACTORY BEND
City of Coquitlam
B.C. TEL BOX ON SIDE or TRAFFiC CONTROLLER
FiLE: E4648—24
REViSIONS
DESIGNED BY: D.S.M,
SCALE:
N.ts.
DRAWN BY:
DAIE
9 1—03—06
CHECKED BY:
No. DATE:
CKD.
APP,
APPROVED BY:
DRAWING NO.: E—24
N
1)’
P.
C
2
2
C
C
0
C,
0
to
z
1
U)
-U
0
P1
P1
0
0
I
r
C
U)
P1
C
z
-U
x
C
0
0
z
U,
z
0
C
P1
U,
C, U,
“1
23
r
I”
‘C
0
0
r
In
-4
0
w
I,
‘-I.
C
cm
C
‘-45
cm
L
J
50mm R.STEEL
2Ommø BUSHED HOLE
.THRU TO CONTROLLER
PREMIUM GRADE CORROSION
PROOF DUPLEX RECEPLACLE
IN SHALLOW PVC BOX
L
B.C. TEL
DATA STA11ON
(LOOP BACK UNIT)
AREA FOR
1. B.C. TEL BOX C/W RECEPTACLE & PLOOD
BACKBOARD SHALL BE PURCHASED FROM
‘WESTCOAST ELECTRIC LTD OR APPROVED EQUAL
2. ALL BOLTS, NUTS, WASHERS, BUSHINGS &
SCREWS SHALL BE CAD PLATED.
NOTES
II
I AREA FOR I
I B.C. TEL I I
I UGHTNING I I
1 I
SUPPRESSOR
I
r
BC
200±
[j25mrn HIGH
1WHITE LETTERS
TEIr—BLUE BACKGROUND
—
LAMICOID NAME PLATE DETAIL
so
SIUCONE SEAL AROUND
ENCLOSURE
4—38mm LONG CAD PLATEDI
BOLT C/W NUT, WASHER
& BOLT TO SUIT
ISTAINLESS STEEL CEMA 3
B.C. TEL BOX
340 x 390 x 20
PLYWOOD
STAINLESS STEEL DOOR
(NOT SHOWN)
2Ommø BUSHED HOLE
‘ThRU TO CONTROLLER
CONNECTIONS AS DETAILED
ON DESIGN DRAWINGS
RUBBER WASHER (rYP.)
/
LOCKING
,__]SILICONE SEAL AROUND
ISERVICE PANEL
50mm MALE BUSHING
/
BOLT SERVICE PANEL TO
CONTROLLER WITH 2—6mm
CAD PLATED BOLTS, NUTS
& LOCK WASHERS
SERVICE PANEL
rn
Ll2mmø HOLES
ECONOLITE
B.C. TEL BOX
PAD LOCK TABS
(2 REQUIRED)
TOP VIEW
UI
TRAFFIC CONTROLLER
CABI N EF
DOOR
-PADLOCK
R.STEEL CONNECTOR
50mm R.STEEL
—.
STRAP R.STEEL CONDUIT TO
CONTROLLER BASE WITH A
GALVANIZED SINGLE HOLE
PIPE STRAP, 10mm CAD.
PLATED BOLT & CONCRETE
INSERT
SILICONE SEAL AROUND
CONTROLLER BASE
.4
1:4
.4.
CONTROLLER BASE
1.:
I
•
....
.
.
•44
-.
‘..
I,.
.4
R.STEEL TO R.PVC
ADAPTOR
.4
a
.4
200 x 3000 LONG
COPPER OR GALVANIZED
GROUND ROD
City of Coquitlam
SERVICE PANEL ON THE SIDE OF CONTROllER DETAIL
FiLE: E4848-26
REVISIONS
DESIGNED BY: D.S.M.
SCALE:
N.T.S.
DRAWN BY:
DATE:
RI.
91—03—06
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: E—26
MOUNTING HARDWARE
SUPPLIED WITH SIGN
SAFErY
MAST ARM
MAST ARM
SPACER
(ADJUSTABLE)
‘U’ BOLT (TYP.)
WATERTIGHT STRAIN
RELIEF CONNECTOR
fl—RAP TO MOUNTING
BRACKET
0’
.sO
SIGNS SUPPLIED WITH
l5rn OF 30 No.14 S.O.W.
CABLE
WEIGHT:
APPROX. 31.8kg. (7OIbs.)
2 WAY ILLUMINATED STREET
NAME SIGN.
LOCATION MAY
VARY
POLE
INSTALL 3c No.1
(SUPPLIED WITH
POLE. CONNECT
CONDUCTORS IN
—CSA OR B.C. ELECTRICAL SPECIAL ACCEPTANCE
—ALL WEATHER EXT. DISCONNECT SWITCH
City of Coquitlam
ILLUMINATED STREET NAME SIGN MOUNTING DETAILS
All Weather Switch Box added
FiLE: E4848-29
REViSIONS
DESIGNED BY: 0.5.1.4,
SCALE:
N.T.S.
DRAWN BY:
DATE:
RI.
9 1—03—06
CHECKED BY:
1
Nov. 96
LH
No. OATh
CKD,
APP.
APPROVED BY:
DRAWING NO.: E—29
LUMEC 5240 SERIES
PEDESTRIAN LUMINAIRE
A/F
600 X 180
LONG TENON
0 Zr-.’
0 th
Lt)
C
N 0
3mm A36 M.S.
SQUARE TAPERED
POST
-Jo
0 no
0 0U5
0
I4
SMALL HANDHOLE
J
—t
305
POLE BASE PLATE
POLE
R38
SLOIfED HOLES FOR
25mm0 BOLTS
5
TOP VIEW
II
j
19
SIDE VIEW
1
110
POLE BASE PLATE
City of Coquitlam
TOWN CENTER STYLE PEDESTRIAN STREETLIGHT POLE
FiLE: E4646—39
RE’MSIONS
DESIGNED BY:
SCALE:
NT-S.
0-SM.
DRAWN BY: ftP.
DATE
91—03—06
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO,: E—39
REMOVABLE CAP
(SEE BELOW)
SEE DWG. X FOR
MOUNTING DETAILS
SYLVANIA ‘5—10’
LUMINAIRE FLAT
GLASS
30mm MS. SQUARE
POLE.
z
CD
(I)
UI
C
LUMEC 5240 SERIES
PEDESTRIAN LUM.
z
C
C
UI
SEE DWG. X FOR MOUNTING
DETAILS (TYP.)
SMALL HANDHOLE
POLE BASE SLATE
POLE
12mm X 30mm LONG CAD.
PLATED BOLT & WASHER.
2O
Th
tJi
STEEL TOP CAP
WELD 20mm WIDE
INSIDE POLE
(DRILL & TAP FLAT
BAR TO SUIT)
5
TOP VIEW
POLE
CAP DEtAIL
SIDE VIEW
igi
0
POLE BASE PLATE
City of Coquitlam
SMALL TOWN CENTER STYLE STREETLIGHT POLES
(SQUARE POLES)
FiLE: E4848—40
REVISIONS
DESIGNED BY: D.S.M,
SCALE:
Ni’S.
DRAWN B:
DATE:
?S.
9 1—03—06
CHECKED BY:
No. DATE:
CKD.
APP,
APPROVED BY:
DRAWING NO.: E—40
SEE DWG. X FOR MOUNTING
DEtAILS
REMOVABLE CAP’
(SEE BELOW)
4.5 M.S. TAPPERED
SQUARE POLE
C;.
C
0
U,
0
0
0
0
0
LUMEC 5240 SERIES
PEDESTRIAN C/W LUM.
0
0
U,
a,
SEE DWG. X FOR MOUNTING
OEfAILS.
0
C
C
C,
C
Lii
a’
z
CD
(1,
Lii
C
LARGE HANOHOLE
POLE BASE
U,
CD
C
z
CD
U,
Lu
C
z
C
C
Lu
I
z
0
POLE
•
380
•
R38
c254
X 30mm LONG CAD.
BOLT & WASHER.
—i.—.
STEEL TOP CAP
20
SLOTTED HOLES FOR
25mm0 BOLTS
FLAT
POLE
200 A/F
TOP VIEW
TO SUIT)
R15
1
CAP DEtAIL
SIDE VIEW
j
9
l
110
POLE BASE PLATE
City of Coquitlam
LARGE TOWN CENTER STYLE STREETUGHT POLES
(TAPPERED POLES)
F[LE: E4848—41
REViSIONS
DESIGNED BY: D.S,M.
SCALE:
N.T.5.
DRAWN BY:
DATE:
RS,
91—03—06
CHECKED BY:
No. DATE:
CKD.
PPP,
APPROVED BY:
DRAWING
E—41
1000 X 120 LONG
WELD 3mm MS. PLATE
TO TOP OF POST.
3mm M.S. SQUARE
TAPERED POST
3mm M.S.
SQUARE POST
LARGE HANDHOLE
POLE BASE BLATE
POLE BASE PLATE
TRAFFIC SIGNAL POST
TRAFFIC SIGNAL POST
(FOR SECONDARY & PED. HEADS)
(FOR PRIMARY HEADS)
38
R
N
380
[—197———-]
I
+t1
I
203 A/F
c%:j.
R15
TOP VIEW
lB-i
SIDE VIEW
O
1
t
3
POLE BASE PLATE
City of Coquitlam
TOWN CENTER STYLE TRAFFIC SIGNAL POSTS
FILE: E4848—42
REviSIONS
DESIGNED BY: 0.5.14.
SGMl:
N.T.S.
DRAWN BY:
DATE:
R.F,
91—03—06
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING No.: E—42
REMOVABLE CAP
TAPPERED SQUARE SIGNAL
ARM (SEE DWG. X FOR
DETAILS)
3mm M.S. TAPPERED!
SQUARE SHAFT
icOADED
12mm X 30mm LONG CAD.
IPLATED BOLT & WASHER.
-STEEL TOP CAP
10mm M.S.
SQUARE SHAFT
TENONS (SEE DWG. X
FOR DETAILS) NUMBERS
OF TENONS VARIES.
FLAT
LARGE HANDHOLE
POLE BASE BLATE
ARM
2O-
CAP DETAIL
SPECIAL COMBINATION POLE
R38
SLOTTED HOLES FOR
DThIDAG ANCHOR
SLOTTED HOLES FOR I
38mn,ø BOLTS
-Ri 9
TOP VIEW
Ri 5
TOP VIEW
1
SIDE VIEW
xi
0
POLE BASE PLATE
SIDE VIEW
FLANGE DETAIL
City of Coquitlam
TOWN CENTER STYLE TRAFFIC SIGNAL POLES
FitE: E4848—43
REVISIONS
DESIGNED BY: D.S.M.
SCALE:
N.T.S.
DRAWN BY:
DATE:
Ri’.
91—03—06
CHECKED BY:
Na. DATE:
CKD.
APP.
APPROVED BY:
DRAWiNG NO.: E—43
UP TO 12m
(As DETAILED ON DESIGN DRWG.)
6000
100 A/F
178 A/F
0
10
0
T
R
4
J
ED
fl
SIGNAL AJM
FLANGE (SEE DETAIL
SIGNAL POLE ARM & FLANGE DETAILS
X 190 X 16
PLATE
12mm X 30mm LONG CAD.
PLATED BOLT & WASHER.
STEEL TOP CAP
FLAT
2
TOP VIEW
POLE
—LARGE HANDHOLE
CAP DETAIL
B
d
FRONT VIEW
City of Coquitlam
TOWN CENTER STYLE SIGNAL POLE ARM
& FLANGE DETAILS
FiLE: E4646—44
REViSIONS
DESIGNED BY: D.S.M.
SCAI.E:
N.T.S.
DRAWN BY:
DATE
RE.
9 1—03—06
CHECKED BY:
No. DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO.: E—44
3000 TO
StGLAL ARM RAnGE
“9(SEE DETML)
FSIGNAL ARM
110 x 50
240 Lg
469
31 2
4
R7.5
-1—
4
6*
1—254
40 x 15 mm
SLOTTED HOLE
I
WF--l
4 HOLES 20 mm DIA.
SIGNAL ARM FLANGE
City of Coquitlam
TOWN CENTRE STYLE SIGN ARM
RE’MSIONS
FiLE: E4648—45
DESIGNED BY: 0.5.1k
SCALE:
N.T.5.
No,
DRAWN BY:
DATE:
91—03—06
CHECKED BY:
DATE:
CKD.
APP.
APPROVED BY:
DRAWING NO,: E—45