TENTH AVENUE BRAID STREET HIGHWAY 1 ......1.INSTALL EFFECTIVE SEDIMENT AND EROSION CONTROL MEASURES...
Transcript of TENTH AVENUE BRAID STREET HIGHWAY 1 ......1.INSTALL EFFECTIVE SEDIMENT AND EROSION CONTROL MEASURES...
The Corporation of the
City of New Westminster
ENGINEERING SERVICES
DRAWING INDEX
#201, 8506 - 200 St, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
Braid Street Greenway - Phase 1
TENDER SUBMISSION
GENERAL
01 - COVER PAGE
02 - GENERAL NOTES
ROADWORKS
10 - ROADWORKS - PLAN AND PROFILE (STA 101+40 TO 102+36)
11 - ROADWORKS - PLAN AND PROFILE (STA 102+36 TO 103+30)
20 - DRIVEWAY GEOMETRY AND PROFILES
21 - DRIVEWAY SPOT ELEVATIONS (STA 101+63 & 102+09)
22 - DRIVEWAY SPOT ELEVATIONS (STA 102+59 & 103+08)
TYPICALS AND DETAILS
30 - TYPICALS AND DETAILS
PAVEMENT MARKING AND SIGNAGE
40 - PAVEMENT MARKING AND SIGNAGE
REFERENCE CROSS-SECTIONS
60 to 64 - L100 CROSS-SECTIONS
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BRAID STREETMULTI-USE PATH
TENTH AVENUE
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SIXTH AVENUE
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seal
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Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H =
NOTES
ALL NUMBERS INDICATE METERS
UNLESS STATED OTHERWISE
METRIC
V =
Consultant CardBENCHMARK
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 St, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
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31599
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0402
BRAID STREET GREENWAY
GENERAL NOTES
17/05/12
17/06/26
17/08/25
17/09/29
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50% DETAILED DESIGN
50% DETAILED DESIGN - REVISED MUP
100% DETAILED DESIGN
TENDER SUBMISSION
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GENERAL NOTES:
1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE PLATINUM
EDITION (2009) OF THE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS
(MMCD) AND MMCD SUPPLEMENTARY UPDATES TO DATE AND NEW
WESTMINSTER SUPPLEMENTARY SPECIFICATIONS AND DETAIL DRAWINGS
UNLESS OTHERWISE NOTED.
2. RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION SHALL BE GIVEN AT LEAST
10 DAYS NOTICE PRIOR TO THE START OF CONSTRUCTION. IF CONSTRUCTION
ENTERS ONTO PRIVATE PROPERTY, THE CONTRACTOR WILL REQUIRE WRITTEN
AUTHORIZATION FROM THE PROPERTY OWNER PRIOR TO UNDERTAKING ANY
WORK.
3. THE LOCATION OF EXISTING UTILITIES IS COMPILED FROM OWNER AND UTILITY
SUPPLIED RECORD DRAWINGS AND ARE CONSIDERED APPROXIMATE ONLY.
THE EXACT LOCATION AND EXTENT OF UTILITIES SHOULD BE DETERMINED BY
CONSULTING THE LOCAL AUTHORITIES AND UTILITY COMPANIES CONCERNED.
THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND INVERT ELEVATION
BY HAND OR HYDROVAC EXCAVATION BEFORE CONSTRUCTION OF UTILITY
CROSSINGS AND SHALL BE RESPONSIBLE FOR RESTORATION OF ANY DAMAGE
TO EXISTING UTILITIES. ANY COSTS ASSOCIATED WITH UTILITY CONFLICTS
THAT WERE NOT PRELOCATED WILL BE THE CONTRACTORS RESPONSIBILITY.
4. THE CONTRACTOR IS TO NOTIFY THE CITY OF NEW WESTMINSTER 48 HOURS IN
ADVANCE OF ANY CONSTRUCTION OR UTILITY RELOCATION/CONFLICTS.
5. REPORT ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR A MIN 72
HOURS PRIOR TO CONSTRUCTION.
6. RESTORATION OF EXISTING DRIVEWAYS AND WALKWAYS TO CONFORM TO CITY
SPECIFICATIONS.
7. ALL SURVEY MONUMENTS WITHIN THE PROJECT BOUNDARIES SHALL BE
PROTECTED DURING THE COURSE OF THE WORK. SHOULD ANY SURVEY
MONUMENT REQUIRE RAISING OR RELOCATION, THE CONTRACTOR SHALL
NOTIFY THE CITY ENGINEERING AND OPERATIONS DEPARTMENT AT LEAST 72
HOURS IN ADVANCE OF SCHEDULING WORK. ALL DISTURBED MONUMENTS WILL
BE REPLACED BY A B.C. LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
8. SURVEY PINS DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE
REPLACED BY A B.C. LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
9. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE, BARRIERS,
FLASHING INDICATORS, ETC. AT ALL TIMES TO ENSURE THE SAFETY OF THE
PUBLIC. THE CONTRACTOR SHALL COMPLY WITH ALL TRAFFIC REQUIREMENTS
AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS.
10. ALL PUBLIC ROADWAYS AFFECTED BY THE WORKS SHALL BE KEPT IN A CLEAN
STATE AT ALL TIMES. DUST CONTROL MEASURES SHALL ALSO BE EMPLOYED
DURING THE COURSE OF THE WORK.
11. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, AND FOR
COORDINATING THE VARIOUS PARTS OF THE WORK. THE CONTRACTOR IS
RESPONSIBLE TO ENSURE THAT THERE IS NO DISRUPTION TO SERVICE, AND IF
DISRUPTION IS ANTICIPATED, TO NOTIFY THE CONTRACT ADMINISTRATOR A
MINIMUM OF 72 HOURS PRIOR, AND OBTAIN APPROVAL FOR THE DISRUPTION.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL
EXCAVATED MATERIAL UNSUITABLE FOR REUSE AT A SUITABLE OFF-SITE
DISPOSAL AREA, IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.
13. THE CONTRACTOR SHALL PROVIDE TEMPORARY UTILITY POLE SUPPORTS
NECESSARY TO COMPLETE THE WORKS AS AN INCIDENTAL ITEM TO GENERAL
CONTRACT REQUIREMENTS WHERE AND AS REQUIRED.
14. CONTRACTOR TO MAINTAIN AN UP TO DATE SET OF AS-CONSTRUCTED
DRAWINGS AT ALL TIMES. AS-CONSTRUCTED DRAWINGS TO BE DELIVERED TO
THE CONTRACT ADMINISTRATOR AT SUBSTANTIAL PERFORMANCE FOR
PREPARATION OF FINAL RECORD DRAWINGS. THE CONTRACT ADMINISTRATOR
SHALL BE PROVIDED ACCESS TO REVIEW THE AS-CONSTRUCTED DRAWINGS AT
ALL TIMES TO CONFIRM THEY ARE UP TO DATE.
15. THE CONTRACTOR SHALL MAINTAIN AND MONITOR THE PROVISIONS FOR
EROSION CONTROL AND SEDIMENT AS PER THE CITY BYLAW AND AS PER THE
CONTRACT DOCUMENTS.
TRAFFIC MANAGEMENT, NOTIFICATION AND
APPROVALS NOTES:
1. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE, BARRIERS,
FLASHING INDICATORS, ETC. AT ALL TIMES TO ENSURE THE SAFETY OF THE
PUBLIC. TRAFFIC CONTROL WILL BE REQUIRED FOR ALL CONSTRUCTION
WORKS WITHIN THE TRAVELED PORTION OF THE ROAD. NO ROAD SHALL BE
CLOSED WITHOUT THE WRITTEN CONSENT OF THE DIRECTOR OF ENGINEERING
AND OPERATIONS.
2. THE CONTRACTOR SHALL ENSURE THAT ALL APPROVALS REQUIRED FOR THE
PROPOSED WORKS HAVE BEEN OBTAINED FROM ALL AUTHORITIES AND
AGENCIES PRIOR TO COMMENCING THE WORK.
3. THE CONTRACTOR SHALL ARRANGE FOR, AND COORDINATE THE WORKS DONE
BY:
· CITY OF NEW WESTMINSTER; AND
· FRANCHISE UTILITIES (BC HYDRO,FORTIS, BC TRANSMISSION CORP., SHAW
CABLE, TELUS AND METRO VANCOUVER).
5. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE PERSONNEL AT LEAST
72 HOURS PRIOR TO THE WORK. SCHEDULING AND OTHER CONSTRUCTION
CONSTRAINTS IMPOSED BY THESE WORKS SHALL BE TAKEN INTO ACCOUNT.
6. RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION OF THESE WORKS AND
SERVICES SHALL BE GIVEN 5 DAYS WRITTEN NOTICE OF THE PROPOSED START
OF CONSTRUCTION. THE CONTRACTOR IS TO DISTRIBUTE A NOTICE OF
CONSTRUCTION LETTER TO ALL AFFECTED RESIDENTS AND BUSINESSES.
LETTER TO DIRECT INQUIRIES TO CONTRACT ADMINISTRATOR. FOLLOWING
CONSTRUCTION ACTIVITY ON ANY PRIVATE PROPERTY, A WRITTEN RELEASE
MAY BE REQUIRED FROM THE PROPERTY OWNER AT THE DISCRETION OF THE
CITY.
7. A TRAFFIC AND PEDESTRIAN SAFETY CONTROL PLAN SHALL BE SUBMITTED BY
THE CONTRACTOR PRIOR TO THE PRE-CONSTRUCTION MEETING.
8. APPROVALS FOR REQUIRED TREE CUTTING OR TRIMMING NOT INDICATED IN
CONTRACT DRAWINGS SHALL BE OBTAINED BY THE CONTRACTOR FROM THE
CITY PRIOR TO WORK BEING PERFORMED.
9. CONTRACTOR TO OBTAIN APPROVED LANE CLOSURE REQUEST FORM FOR ALL
WORKS. APPROVED REQUESTS ARE CIRCULATED TO ALL EMERGENCY
SERVICES.
10. CONTRACTOR TO SUBMIT A TRAFFIC MANAGEMENT PLAN WITH LANE CLOSURE
REQUEST FOR ALL MAJOR ROADS AND ANY LOCAL ROADS WHICH REQUIRE ANY
DETOURS.
11. ALL TRAFFIC CONTROL TO CONFORM TO THE LATEST EDITION OF THE BC
TRAFFIC CONTROL MANUAL FOR WORK ON ROADWAYS.
12. APPROVAL OF NOISE VARIANCE FOR ALL WORK OUTSIDE OF NORMAL
APPROVED WORK HOURS REQUIRED BY THE CITY.
13. NOTICE OF CONSTRUCTION SIGNS TO BE INSTALLED AT ALL PROJECT LIMITS
AND PREFERRED DETOUR ROUTE. NOTIFY CONTRACT ADMINISTRATOR WITH
CONSTRUCTION SCHEDULE AND LOCATIONS. SIGNS PROVIDED AND INSTALLED
BY THE CONTRACTOR.
14. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLETION OF ALL TAPED
TEMPORARY AND PERMANENT PAINT AND THERMOPLASTIC PAVEMENT
MARKINGS IN THE PLACE OF THE WORK. PERMANENT LANE MARKINGS ARE TO
BE PLACED WITHIN SEVENTY-TWO (72) HOURS OF FINAL PAVING AND
PERMANENT THERMOPLASTIC PAVEMENT MARKINGS ARE TO BE PLACED WITHIN
FIVE (5) DAYS OF FINAL PAVING. ALL TEMPORARY MARKINGS TO BE REMOVED
IMMEDIATELY FOLLOWING PLACEMENT OF PERMANENT PAVEMENT MARKINGS.
STORM NOTES:
1. NO CHANGES TO BE MADE TO PIPES, MANHOLES, OR ALIGNMENT WITHOUT
PRIOR WRITTEN AUTHORIZATION FROM THE CONTRACT ADMINISTRATOR.
2. ASSURANCE OF PROTECTION OF THE WATERMAIN AS PER FRASER HEALTH
AUTHORITY, JULY 14, 2006:
PARALLEL LINES: WATERMAINS SHOULD BE LAID AT LEAST 3m HORIZONTALLY
FROM ANY SANITARY OR STORM SEWER. WHERE THIS HORIZONTAL
SEPARATION IS NOT POSSIBLE, THE BOTTOM OF THE WATERMAIN SHOULD BE
AT LEAST 45cm ABOVE THE TOP OF THE SEWER AND SUFFICIENTLY TO ONE SIDE
OF THE SEWER TO ALL FOR SEWER REPAIRS WITHOUT DISTURBING THE
WATERMAIN. IF THIS VERTICAL SEPARATION IS NOT POSSIBLE, THE SEWER
SHOULD BE OF THE SAME SERVICE CAPABILITY AS THE WATERMAIN, WITH
PRESSURE CLASS JOINTS DESIGNED TO REMAIN WATERTIGHT IF THE
GROUNDWATER TABLE PERIODICALLY RISES ABOVE THE SEWER, AND ARE
PRESSURE TESTED BEFORE BACKFILLING. OTHER PRECAUTIONS, SUCH AS A
WATERMAIN WITH IMPROVED JOINTS AND HIGHER STRENGTH MAY BE NEEDED.
CROSSINGS: WHERE A WATERMAIN CROSSES A SANITARY OR STORM SEWER,
THE LINES SHOULD BE LAID WITH THE WATERMAIN CROSSING OVER THE
SEWER AND WITH THE MIDDLE OF PIPE LENGTHS LOCATED AT THE CROSSING
POINT, TO MAXIMIZE THE SEPARATION BETWEEN JOINTS. WHERE A MINIMUM 3m
JOINT SEPARATION AND/OR A MINIMUM 45cm CLEAR VERTICAL SEPARATION IS
NOT POSSIBLE AT THE CROSSING, PRECAUTIONS TO IMPROVE WATER
TIGHTNESS OF THE SEWER JOINTS AND STRUCTURAL IMPROVEMENTS SUCH AS
HIGHER STRENGTH WATERMAIN AND/OR SEWER AT THE CROSSING AREA MAY
BE NEEDED. SLEEVING, PIPE BRIDGING OR OTHER SUITABLE MEASURES MAY
BE CONSIDERED. ALL JOINTS WITHIN 3m OF THE CROSSING SHOULD BE:
· WRAPPED WITH HEAT SHRINK PLASTIC OR
· PACKED WITH INERT PETROLATUM COMPOUND AND WRAPPED IN TAPE IN
ACCORDANCE WITH ANSI/AWWA STANDARDS C209 AND C217-90.
FOR SERVICE CONNECTIONS, WHEREVER POSSIBLE, THE ABOVE
CONSTRUCTION PRACTICES SHOULD ALSO BE APPLIED.
4. FIGURED DIMENSION SHALL GOVERN OVER SCALED DIMENSIONS.
5. LOT DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. REFER TO BCLS
REGISTERED LEGAL PLAN FOR ACTUAL LOT DIMENSIONS. THE CONTRACTOR
SHALL CONFIRM LOCATIONS OF LOT LINES PRIOR TO INSTALLATION OF SERVICE
CONNECTIONS.
CONTROL OF HYDROCARBONS, HYDRAULIC FLUIDS AND OTHER DELETERIOUS
SUBSTANCES
1. MACHINERY IS TO ARRIVE ON SITE IN A CLEAN CONDITION AND IS TO BE
MAINTAINED FREE OF FLUID LEAKS.
2. WASH, REFUEL AND SERVICE MACHINERY AND STORE FUEL AND OTHER
MATERIALS FOR THE MACHINERY AWAY FROM WATER TO PREVENT ANY
DELETERIOUS SUBSTANCES FROM ENTERING WATER.
3. AN EMERGENCY SPILL KIT (INCLUDING BOOMS, ABSORBENT PADS, ABSORBENT
SOCKS, HAZMAT DISPOSAL BAGS, SPILL INSTRUCTION SHEETS, ETC.) MUST BE
KEPT ONSITE IN CASE OF FLUID LEAKS OR SPILLS FROM MACHINERY.
4. OIL, GREASE, OR ANY OTHER SUBSTANCE DELETERIOUS TO AQUATIC LIFE WILL
BE PREVENTED FROM ENTERING INTO ANY WATERCOURSE, DITCH OR STORM
SEWER.
5. CONTRACTOR SHOULD DEVELOP SPILL RESPONSE PROTOCOLS PRIOR TO
CONSTRUCTION.
ENVIRONMENTAL NOTES:
ESC PLAN GENERAL NOTES:
1. IT IS THE SITE CONTRACTOR'S RESPONSIBILITY TO ENSURE EFFECTIVE AND EFFICIENT
INSTALLATION, OPERATION AND MAINTENANCE OF ALL ESC FACILITIES PRESCRIBED FOR
THIS PROJECT.
2. THE CONTRACTOR WILL PREVENT DISTURBANCE TO THE ENVIRONMENTALLY SENSITIVE
AREAS, BEYOND THAT PERMITTED BY ENVIRONMENTAL REGULATORY APPROVALS AND
THE DESIGN DRAWINGS.
3. ENVIRONMENTALLY SENSITIVE AREAS ARE TO BE FREE OF CONSTRUCTION
MATERIALS/STOCKPILES.
4. THE CONTRACTOR MUST PREVENT THE DISCHARGE OF WASTE OR DELETERIOUS
SUBSTANCES TO THE CITY'S DRAINAGE SYSTEM (INCLUDING DITCHES, CATCHBASINS,
SWALES AND STREAMS).
5. THE CONTRACTOR MUST NOT DISCHARGE WASTE OR DELETERIOUS SUBSTANCES TO
PRIVATE PROPERTY UNLESS THE CONTRACTOR RECEIVES WRITTEN PERMISSION FROM
THE LANDOWNER.
PROHIBITIONS:
1. THE CONTRACTOR MUST NOT OBSTRUCT OR IMPEDE THE FLOW OF THE CITY'S DRAINAGE
SYSTEM.
2. THE CONTRACTOR MUST NOT PLACE, STORE, TRANSPORT OR DISPOSE OF ANY WASTE OR
DELETERIOUS SUBSTANCE IN SUCH MANNER, SO AS TO PERMIT THE LIKELY ESCAPE OF
THE MATERIALS INTO THE DRAINAGE SYSTEM OR ANY PART OF IT.
3. THE CONTRACTOR MUST NOT CAUSE OR PERMIT THE DISCHARGE INTO THE DRAINAGE
SYSTEM, EITHER DIRECTLY OR INDIRECTLY, OF WATER WHICH:
- HAS A PH VALUE OUTSIDE THE RANGE OF 6.5 TO 8.0 AT ANY TIME.
EROSION AND SEDIMENT CONTROL
1. INSTALL EFFECTIVE SEDIMENT AND EROSION CONTROL MEASURES (I.E. CATCHBASIN
INLET PROTECTION, SILT-SOCKS, SILT FENCE, POLYETHYLENE SHEETING) BEFORE
STARTING WORK TO PREVENT THE ENTRY OF SEDIMENT INTO THE WATERCOURSE.
NECESSARY REPAIRS WILL BE MADE BY THE CONTRACTOR IMMEDIATELY IF ANY DAMAGE
OCCURS SUCH THAT EROSION AND SEDIMENT CONTROL IS COMPROMISED.
2. AVOID EARTH DISTURBING ACTIVITIES DURING SUBSTANTIAL RAIN EVENTS.
3. ALL CATCHBASINS IN PROXIMITY TO WORK AREA MUST BE FITTED WITH FILTER SOCK,
RING SOCK OR APPROVED ALTERNATIVE.
4. UNDER NO CIRCUMSTANCES ARE CATCHBASINS TO BE FITTED WITH HAND-CUT
GEOTEXTILE SHEATHS
5. IF TEMPORARY SPOIL OR SOIL STOCKPILE ARE NECESSARY, MAKE SURE THEY ARE FULLY
COVERED WITH POLYETHYLENE SHEETING OR TARPS WEIGHTED WITH SANDBAGS.
6. ROADS MUST BE SWEPT CLEAN OF SOIL, LOOSE ROAD BASE, EARTH AND SEDIMENT AS
DETERMINED BY THE CONTRACT ADMINISTRATOR.
7. TRACKING OF SEDIMENT, SOIL AND ROADBASE FROM WORKSITE TO VEHICLE TRAVEL
LANES MUST BE PREVENTED DUE TO RISK OF TRANSPORT TO CATCHBASINS AND THE
RISK OF FLY ROCK TO PEDESTRIANS AND WINDSHIELDS.
8. DUST NUISANCE WILL BE REDUCED BY USE OF WATER SPRAYED ON THE EXPOSED
SOURCE OF THE DUST. THE FREQUENCY OF THE SUPPRESSION WILL BE AS DIRECTED BY
THE CONTRACT ADMINISTRATOR.
SITE STABILIZATION
1. ALL DISTURBED AREAS MUST BE REGRADED AND GRASS SEEDED WITH A NATIVE GRASS
SEED MIX TO PREVENT EROSION AND SUBSEQUENT SILTATION OF THE WATERCOURSE.
2. MAINTAIN EFFECTIVE SEDIMENT AND EROSION CONTROL MEASURES UNTIL VEGETATION
OF DISTURBED AREA IS COMPLETED.
VEGETATION MANAGEMENT
1. MINIMIZE DISTURBANCE TO RIPARIAN AREAS
CONTROL OF CONCRETE, GROUTS AND HAZARDOUS WASTES
1. THE CONTRACTOR SHALL UNDERTAKE ALL CONCRETE/GROUTING WORK WITH CAUTION,
AS WET CEMENT/GROUT IS HIGHLY TOXIC TO AQUATIC ORGANISMS.
2. THE CONTRACTOR MUST CAPTURE GROUT, AND DRILL WASTING TO PREVENT ITS ENTRY
TO THE AQUATIC ENVIRONMENT.
3. THERE SHALL BE NO CONTACT WITH FRESHWATER STREAMS THROUGH SPILLAGE,
HOSING OFF SURFACES, RAIN, OR CLEANING OF TOOLS.
4. COMPLETE ISOLATION OF ALL CAST-IN-PLACE CONCRETE AND GROUTING FROM
FISH-BEARING WATERS FOR A MINIMUM OF 72 HOURS. ANY WATER THAT CONTACTS
UNCURED OR PARTLY CURED CONCRETE SHALL BE ISOLATED AND HELD, OR TREATED,
UNTIL THE PH IS BETWEEN 6.5 AND 8.5.
5. NO CONCRETE/GROUT WASH WATER WILL BE ALLOWED TO DISCHARGE TO ANY STORM
SEWER, SWALE, STREAM OR DITCH.
6. ALL WASH WATER FROM CONCRETE OR GROUT WORKS SHALL BE CONTAINED AND
REMOVED FROM SITE.
7. DISPOSE OF CONCRETE CUTTINGS AND OTHER WASTE MATERIALS AT AN APPROVED
DISPOSAL FACILITY LOCATED AWAY FROM WATER TO PREVENT IT FROM REENTERING THE
WATERCOURSE.
8. GENERATOR USE WILL NOT BE PERMITTED OUTSIDE OF REGULAR WORK HOURS WITHOUT
AN APPROVED NOISE VARIANCE.
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PROTECT HYDRO
POLE AND GUY WIRE
PROTECT GUY
WIRES
PROTECT EXISTING
HYDRO POLE
PROTECT
HYDRO POLE
RELOCATE TWO EXISTING
BARRIER PERPENDICULAR
ACROSS MUP
PROTECT CONTROLLER
CABINETS
REMOVE EXISTING
BARRIER
REMOVE ASPHALT, LEVEL
WITH CRUSH AND APPLY
50mm ASPHALT
CENTRE AND WESTBOUND LANES (TYP.)
- SEE TYPICAL FOR 50 mm MILL
- CONTRACTOR TO CONFIRM REHABILITATION
STRATEGY WITH GEOTECHNICAL ENGINEER
PRIOR TO PLACEMENT OF OVERLAY
DRIVEWAYS AND PARKING (TYP.)
- FULL DEPT PAVEMENT STRUCTURE REQUIRED
RELOCATE
EXISTING SIGN
101+
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101+40
101+60
101+80
102+00 102+20
210+23
210+
00
210+
20
220+22
220+
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220+
20
GRADE BOULEVARD FOR
POSITIVE DRAINAGE TO GUTTER
WITH CRUSHED BASE
TIE TO
EXISTING
TIE TO
EXISTING
3.3
3.5
3.3
3.4
2.6
D DD
DD
CB-1
CB-2
CB-3 CB-4
CB-5
CB-6
FUTURE MUP
CONTRACT
MH-2MH-1
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INSTALL MMCD C6 INTERIM
DRAINAGE CURBS
INSTALL
· 150Ø DI WATER SERVICE "DRY"
STUB AND CAP FOR FUTURE
· EXACT LOCATION TO BE
DETERMINED ON SITE
CAP 1.5m PAST APRON/ASPHALT (TYP.)
26m - 300Ø DR35 PVC
STORM AT 0.3%
WEST INV. = 1.497
EAST INV. = 1.419
40m - 300Ø DR35 PVC
STORM AT 0.3%
WEST INV. = 1.419
EAST INV. = 1.299
ADJUST VALVE COVER TO
SUIT FINISHED GRADE (TYP.)
REMOVE CATCHBASIN AND CAP
AND ABANDON LEAD (TYP.)
ADJUST VALVE LIDS TO SUIT
FINISHED GRADE (TYP.)
ADJUST MANHOLE TO SUITE
FINISHED GRADE (TYP.)
PROTECT
TREES
ADJUST CB LEAD
TO NEW MANHOLE
TIE STORM SERVICE TO
NEW STORM MAIN (TYP.)
CONTRACTOR TO PRELOCATE AND
CO-ORDINATE DIRECTLY WITH FORTIS BC
MUP LETDOWNS AS
PER MMCD C8 (TYP.)
2
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4
5
2
3
4
5
110.0m VC
PVIS = 10+156.59
PVIE = 2.44m
K = 57.08
A.D. = 1.9%
10+
211.59
2.685m
EVC
LOW
POINT
10+
186.45
2.629m
2.80
3.036
2.67
2.785
2.52
2.530
2.49
2.680
2.59
2.786
2.49
2.951
2.93
3.004
2.92
2.870
2.83
3.003
2.73
3.110
2.84
3.250
101+40 101+50 101+60 101+70 101+80 101+90 102+00 102+10 102+20 102+30 102+36
2.75
2.960
2.44
2.721
2.41
2.410
2.44
2.620
2.48
2.712
2.44
2.886
2.60
2.884
2.58
2.727
2.64
2.928
2.63
3.046
2.64
3.186
2.80
2.818
2.69
2.746
2.61
2.691
2.60
2.653
2.63
2.633
2.61
2.630
2.61
2.645
2.65
2.678
2.53
2.722
2.59
2.766
2.66
2.792
MUP NORTH
ELEVATIONS
MUP SOUTH
ELEVATIONS
BRAID CONTROL
ELEVATIONS
EX
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PR
OP
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EXISTING GROUND
MUP NORTH EOP
FINISH GROUND
MUP SOUTH EOP
FINISH GROUND
BRAID CL
FINISH GROUND
(REF ONLY - FOLLOW OG
Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
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R. STOKES
G. NGIENG
R.STOKES
31599
- - 2017/05/19
0410
BRAID STREET GREENWAY - PHASE 1
PLAN & PROFILE - STA 101+46 TO 102+36
TE
ND
ER
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UB
MIS
SIO
N
17/05/19
17/06/26
17/08/25
17/09/29
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-
-
50% DETAILED DESIGN
50% DETAILED DESIGN - REVISED MUP
100% DETAILED DESIGN
TENDER SUBMISSION
-
-
-
RS
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-
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1
PARTIAL DEPTH
PAVEMENT STRUCTURE
AND REHABILITATION
CONCRETE
TRUCK APRON
HARDSCAPING
FULL DEPTH
PAVEMENT STRUCTURE
DRAINAGE STRUCTURE TABLE
NAME
STATION
LOCATION
L100 CL
OFFSET (m)
CB LEAD/
MANHOLE TYPE
GRATE
ELEV. (m)
CB-1
CB-2
101+56.15
101+69.76
7.35
7.50
2.46
2.48
4.3 m 200Ø PVC
3.4 m 200Ø PVC
CB-3
CB-4
CB-5
CB-6
101+86.19
101+86.86
102+22.65
102+23.33
9.47
9.50
6.79
6.78
0.8 m 200Ø PVC
0.8 m 200Ø PVC
2.2 m 200Ø PVC
2.2 m 200Ø PVC
2.58
2.58
2.37
2.37
MH-1 101+56.00 11.39 MMCD S1 Ø10502.55
MH-2 101+82.53 10.01 MMCD S1 Ø10502.60
WATER MAIN INSTALLATION NOTES
1. ALL WATER TO BE AT 1.2m MINIMUM COVER.
2. ALL WATER TO BE CLASS 52 DI.
3. ALL TYTON GASKETS TO BE FIELD LOK OR APPROVED EQUAL OR TR FLEX.
O
W
P
o
s
t
P
o
s
t
P
o
s
t
CA
NF
OR
AV
EN
UE
BRAID STREET
PROTECT HYDRO
POLE AND ANCHORS
PROTECT HYDRO
POLE AND GUY POLE
PROTECT
HYDRO POLE
PROTECT GAS MAIN AND
OTHER UTILITY SERVICES
RELOCATE
SIGN
C4 ROLLOVER CURB FOR
TRUCK APRON WITH C4
BARRIER CURB (TYP.)
HARDSCAPE
(TYP.)
REMOVE EXISTING
AND INSTALL NEW
SPEED BUMP
REMOVE EXISTING
AND INSTALL NEW
SPEED BUMP
REMOVE EXTG
STAIRS AND
TIE-IN
INSTALL RETAINING
WALL WITH HANDRAIL
(SEE TYPICAL)
102+40 102+60
102+80
103+00
103+20
103+40
103+60
230+22
230+
00
230+
20
240+23
240+
00
240+
20
TIE TO
EXISTING
TIE TO
EXISTING
TIE TO EXISTING WITH LONGITUDINAL
PAVEMENT JOINT (TYP.)
TIE TO EXISTING WITH TRANSVERSE
PAVEMENT JOINT (TYP.)
ADJUST HYDRANT
TO FINISH GRADE
4.5
PROTECT
HYDRO POLE
CB-7
CB-8
CB-9
CB-10
LIM
IT
O
F C
ON
ST
RU
CT
IO
N
ST
AT
IO
N 103+
29
INSTALL
· FIRE HYDRANT AND 150Ø DI "DRY"
LEAD AND CAP FOR FUTURE
· EXACT LOCATION TO BE
DETERMINED ON SITE
INSTALL
· 150Ø DI WATER SERVICE "DRY"
STUB AND CAP FOR FUTURE
· EXACT LOCATION TO BE
DETERMINED ON SITE (TYPICAL
FOR TWO)
REMOVE EXISTING
BARRIERS (TYP.)
ADJSUT JUNCTION BOX TO
SUIT FINISHED GRADE (TYP.)
REMOVE AND DISPOSE OF ALL SHRUBS
AND BUSHES IMPACTED BY THE DESIGN
UNLESS OTHERWISE NOTED
2
3
4
5
2
3
4
5
0.44%
102+36 102+40 102+50 102+60 102+70 102+80 102+90 103+00 103+10 103+20 103+30
2.8
4
3.2
50
2.7
4
3.3
35
3.8
4
3.4
41
3.2
8
3.2
87
4.0
9
3.6
01
4.3
1
4.2
49
4.0
0
4.0
58
3.5
9
3.5
49
3.5
7
3.3
86
3.2
1
3.2
70
2.6
4
3.1
86
2.6
6
3.2
73
3.2
6
3.3
83
2.9
2
3.1
67
3.1
4
3.5
26
2.7
7
4.1
81
2.9
8
4.0
12
3.0
4
3.4
94
3.0
9
3.2
67
3.0
7
3.1
93
2.6
6
2.7
92
2.6
8
2.8
10
2.7
6
2.8
54
2.8
0
2.8
98
2.8
1
2.9
42
2.8
3
2.9
86
2.8
8
3.0
30
2.9
7
3.0
74
3.0
3
3.1
18
3.0
8
3.1
62
3.1
1
3.2
06
MUP NORTH
ELEVATIONS
MUP SOUTH
ELEVATIONS
BRAID CONTROL
ELEVATIONS
EX
TG
.
PR
OP
.
EXISTING GROUND
MUP NORTH EOP
FINISH GROUND
MUP SOUTH EOP
FINISH GROUND
BRAID CL
FINISH GROUND
(REF ONLY - FOLLOW OG)
Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
of
W
S
D
UE
G
T
1
2
3
4
5
6
7
501516
77
512 2115 11
0
440
2430
5060
442
446
76
BRAID STREET
CA
NF
OR
A
VE
.
BR
UN
ET
TE
A
VE
.
VU
LC
AN
S
T.
R
A
IL
X
RA
IL X
R. STOKES
G. NGIENG
R.STOKES
31599
- - 2017/05/19
1:250 1:25
0411
BRAID STREET GREENWAY - PHASE 1
PLAN & PROFILE - STA 102+36 TO 103+30
TE
ND
ER
S
UB
MIS
SIO
N
17/05/19
17/06/26
17/08/25
17/09/29
-
-
-
50% DETAILED DESIGN
50% DETAILED DESIGN - REVISED MUP
100% DETAILED DESIGN
TENDER SUBMISSION
-
-
-
RS
RS
RS
RS
-
-
-
GN
GN
GN
RS
-
-
-
0
0 0.25 V 1:25 1m
2 10mH 1:250
MA
TC
HL
IN
E - S
HE
ET
1
0
PARTIAL DEPTH
PAVEMENT STRUCTURE
AND REHABILITATION
CONCRETE
TRUCK APRON
HARDSCAPING
FULL DEPTH
PAVEMENT STRUCTURE
DRAINAGE STRUCTURE TABLE
CB NAME
STATION
LOCATION
L100 CL
OFFSET (m)
CB-7
CB-8
CB-9
CB-10
102+47.38 6.81
102+78.00 8.77
102+96.89 6.00
103+14.45 5.00
GRATE
ELEV. (m)
1.5 m 200Ø PVC
CB LEAD
1.4 m 200Ø PVC
1.8 m 200Ø PVC
3.0 m 200Ø PVC
2.62
2.66
2.82
2.90
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
6
.
5
4
%
-1.40%
-0.88%
-
3
.0
2
%
-
2
.9
1
%
4
.
0
0
%
7
.
3
1
%
1
1
.
1
3
%
6
.
1
4
%
-
4
.
4
9
%-
4
.
1
2
%
-
3
.
7
4
%
EXISTING GROUND
FINISH GROUND
EX
TG
.
PR
OP
.
2.59
2.589
2.48
2.470
2.47
2.501
2.87
2.870
3.18
3.184
209+95 210+00 210+05 210+10 210+15 210+20 210+25
Post
Post
1
0
1
+
6
0
1
0
1
+
8
0
3
0
1
+
4
0
3
0
1
+
6
0
4
0
1
+
4
0
4
0
1
+
6
0
210+23
2
1
0
+
0
0
2
1
0
+
2
0
R
6
.
0
R
6
.
0
7
.
9
2
+
+
+
+
+
+
1
0
2
+
0
0
1
0
2
+
2
0
3
0
1
+
8
0
3
0
2
+
0
0
4
0
1
+
8
0
4
0
2
+
0
0
220+22
2
2
0
+
0
0
2
2
0
+
2
0
R
3
.
0
R
3
.
0
R
1
2
.
5
R
7
.0
7
.
0
0
1
3
.
3
8
+
+
+
+
+
+
+
+
+
+
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
1
.5
6
%
4
.
0
0
%
1.1
4%
5
.
0
2
%
1
0
.
3
9
%
9
.
7
8
%
8
.
4
0
%
-2
.0
1
%
EXISTING GROUND
FINISH GROUND
EX
TG
.
PR
OP
.
2.66
2.47
2.593
2.49
2.587
2.75
2.814
3.23
3.238
219+95 220+00 220+05 220+10 220+15 220+20 220+25
B
R
A
I
D
S
T
R
E
E
T
OW
1
0
2
+
6
0
3
0
2
+
4
0
3
0
2
+
6
0
4
0
2
+
4
0
4
0
2
+
6
0
230+22
2
3
0
+
0
0
2
3
0
+
2
0
R
3
.
0
R
3
.
0
R
5
.
0
R
9
.0
R
1
5
.0
9
.
1
2
7
.
0
0
+
+
+
+
+
+
+
+
+
3
4
3
4
CONTROL LINE
ELEVATIONS
-2
.0
0
%
1
0
.
2
7
%
3
.
9
8
%
9
.
1
7
%
9
.
6
9
%
9
.
9
3
%
EXISTING GROUND
FINISH GROUND
EX
TG
.
PR
OP
.
2.80
2.797
2.55
2.698
2.69
2.941
3.25
3.278
3.77
3.761
229+95 230+00 230+05 230+10 230+15 230+20 230+25
Post
1
0
3
+
0
0
1
0
3
+
2
0
3
0
2
+
8
0
3
0
3
+
0
0
3
0
3
+
1
8
4
0
2
+
8
0
4
0
3
+
0
0
4
0
3
+
1
5
240+23
2
4
0
+
0
0
2
4
0
+
2
0
R
3
.0
R
3
.
0
R8.0
R
6
.
0
R
2
5
.0
7
.
0
0
8
.
1
3
+
+
+
+
+
+
+
+
+
+
+
3
4
3
4
CONTROL LINE
ELEVATIONS
-2
.0
0
%
3
.
9
9
%
8
.
2
6
%
8
.
0
5
%
2
.8
0
%
6
.
6
9
%
1
2
.
9
0
%
EXISTING GROUND
FINISH GROUND
EX
TG
.
PR
OP
.
3.02
2.85
2.933
2.94
3.133
3.38
3.391
3.99
3.985
239+95 240+00 240+05 240+10 240+15 240+20 240+25
Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
of
W
S
D
UE
G
T
1
2
3
4
5
6
7
501516
77
512 2115 11
0
440
2430
5060
442
446
76
BRAID STREET
CA
NF
OR
A
VE
.
BR
UN
ET
TE
A
VE
.
VU
LC
AN
S
T.
R
A
IL
X
RA
IL X
RS
GN
RS
31599
- - 2017/05/04
1:250 1:25
0320
BRAID STREET GREENWAY - PHASE 1
PROFILE - DRIVEWAYS
TE
ND
ER
S
UB
MIS
SIO
N
17/05/12
17/08/25
17/09/29
-
-
-
-
50% DETAILED DESIGN
100% DETAILED DESIGN
TENDER SUBMISSION
-
-
-
-
RS
RS
RS
-
-
-
-
GN
GN
GN
-
-
-
-
DRIVEWAY @ STA. 101+63 DRIVEWAY @ STA. 102+09 DRIVEWAY @ STA. 102+59 DRIVEWAY @ STA. 103+08
0
0 0.25 V 1:25 1m
2 10mH 1:250
B
R
A
I
D
S
T
R
E
E
T
B
R
A
I
D
S
T
R
E
E
T
B
R
A
I
D
S
T
R
E
E
T
B
R
A
I
D
S
T
R
E
E
T
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
EX
TG
.
PR
OP
.
BV
C 5
+0
7.7
44
EV
C 5
+1
4.4
72
ST
A 5
+1
1.1
08
PIV
C 2
.4
14
7 VC
K 0.8
ST
A 5
+0
7.7
44
LP
2
.4
67
-1
.5
7
%
6
.
5
4
%
7
.
4
0
%
1
1
.
1
3
%
2.5
7
2.3
7
2.5
10
2.4
2
2.4
65
2.6
7
2.7
02
3.2
5
3.1
74
4+95 5+00 5+05 5+10 5+15 5+20 5+25
EXISTING
GROUND
FINISH
GROUND
2
3
4
2
3
4
CONTROL LINE
ELEVATIONSE
XT
G.
PR
OP
.
EXISTING GROUND
FINISH GROUND
2.9
1
2.9
0
2.9
65
2.4
6
2.5
42
2.4
3
2.4
84
2.4
6
2.5
01
5+95 6+00 6+05 6+10 6+15 6+20 6+25
BV
C 6
+0
8.4
23
EV
C 6
+1
3.0
13
ST
A 6
+1
0.7
18
PIV
C 2
.4
69
5 VC
K 0.6
ST
A 6
+0
8.4
23
LP
2
.6
37
-
7
.
3
1
%
0.34%
-
6
.
5
4
%
-
1
1
.
1
3
%
P
o
s
t
P
o
s
t
101+40
101+60
101+80
301+
40
3
0
1
+
6
0
401+
40
4
0
1
+
6
0
210+23
210+
00
210+
20
+
+
+
+
+
+
2.51
2.47
2.46
2.52
2.66
2.97
2.95
2.64
2.52
2.48
2.48
2.49
102+00 102+20
301+80
302+00
302+20
401+80
402+00
402+20
220+22
220+
00
220+
20
+
+
+
+
+
+
+
+
+ +
2.49
2.56
2.66
2.73
2.81
2.92
3.02
2.46
2.462.47
2.51
2.57
2.71
2.83
2.84
2.72
2.54
2.46
2.41
2.38
2.94
2.84
2.68
2.58
2.50
2.40
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
EXISTING GROUND
FINISH GROUND
3.5
2
3.1
31
2.5
7
2.8
48
2.4
6
2.5
23
2.4
1
2.3
65
9+95 10+00 10+05 10+10 10+15 10+20 10+25
EX
TG
.
PR
OP
.
BV
C 1
0+
08
.6
44
EV
C 1
0+
17
.5
57
ST
A 1
0+
13
.1
01
PIV
C 2
.2
96
9 VC
K 1.0
ST
A 1
0+
08
.6
44
LP
2
.6
08
-
7
.
3
0
%
1
.9
1
%
-
4
.
0
0
%
-
7
.
0
0
%
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
EXISTING GROUND
FINISH
GROUND
2.4
7
2.5
02
2.4
1
2.6
72
2.7
3
2.9
15
3.2
9
3.4
6
6+95 7+00 7+05 7+10 7+15 7+20 7+25
BV
C 7
+0
2.2
82
EV
C 7
+1
0.1
15
ST
A 7
+0
6.1
99
PIV
C 2
.4
77
8 VC
K 1.5
ST
A 7
+0
2.2
82
LP
2
.4
80
-0.09%
5
.
1
4
%
9
.
7
3
%
4
.
0
0
%
EX
TG
.
PR
OP
.
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
EXISTING
GROUND
FINISH
GROUND
2.4
9
2.4
6
2.4
64
2.4
7
2.4
80
2.5
1
2.6
02
2.8
5
2.8
09
7+95 8+00 8+05 8+10 8+15 8+20 8+25
BV
C 8
+0
7.7
18
EV
C 8
+1
7.0
08
ST
A 8
+1
2.3
63
PIV
C 2
.4
68
9 VC
K 2.0
4
.
6
9
%
4
.
0
0
%
1
1
.
6
7
%
0.11% 0.04%
EX
TG
.
PR
OP
.
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
EXISTING GROUND
FINISH GROUND
3.2
7
2.6
8
2.7
46
2.4
7
2.5
18
2.4
5
2.3
98
2.4
3
2.3
69
8+95 9+00 9+05 9+10 9+15 9+20 9+25
BV
C 9
+0
7.2
97
EV
C 9
+1
6.2
35
ST
A 9
+1
1.7
66
PIV
C 2
.4
11
9 VC
K 2.0
-0.53%-0.09%
-
1
1
.
5
5
%
-
4
.
0
0
%
-
5
.
0
0
%
EX
TG
.
PR
OP
.
Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
of
W
S
D
UE
G
T
1
2
3
4
5
6
7
501516
77
512 2115 11
0
440
2430
5060
442
446
76
BRAID STREET
CA
NF
OR
A
VE
.
BR
UN
ET
TE
A
VE
.
VU
LC
AN
S
T.
R
A
IL
X
RA
IL X
RS
GN
RS
31599
05 53 2017/05/04
1:250 1:25
0221
BRAID STREET GREENWAY - PHASE 1
CURB RETURN PROFILE & SPOT ELEV.
TE
ND
ER
S
UB
MIS
SIO
N
17/08/25
17/09/29
-
-
-
-
-
100% DETAILED DESIGN
TENDER SUBMISSION
-
-
-
-
-
RS
RS
-
-
-
-
-
GN
GN
-
-
-
-
-
DRIVEWAY AT STA. 101+63
C6 CURB RETURN PROFILEC5 CURB RETURN PROFILE
DRIVEWAY AT STA. 102+09
C10 BARRIER CURB RETURN PROFILEC7 BARRIER CURB RETURN PROFILE
C9 ROLLOVER CURB RETURN PROFILEC8 ROLLOVER CURB RETURN PROFILE
BRAID STREET
BRAID STREET
P
o
s
t
P
o
s
t
103+00
103+20
302+
80
303+00
3
0
3
+
1
8
402+
80
403+00
4
0
3
+
1
5
240+23
24
0+
00
24
0+
20
+
+
+
+
+
+
+
+
+
+
+
2.96
3.01
3.06
3.14
3.21
3.32
3.44
3.36
3.22
3.01
2.90
2.85
2.83
2.82
3.37
3.25
3.00
2.93
2.90
2.94
3.45
3.32
3.13
3.05
3.00
2.96
3
4
3
4
CONTROL LINE
ELEVATIONS
EXISTING GROUND
FINISH GROUND
3.7
8
3.1
6
3.3
71
2.8
5
3.0
94
2.9
9
2.9
67
3.0
3
2.9
85
18+00 18+05 18+10 18+15 18+20 18+25 18+30
EX
TG
.
PR
OP
.
BV
C 1
8+
06
.8
83
EV
C 1
8+
16
.3
83
ST
A 1
8+
11
.6
33
PIV
C 2
.9
43
10 VC
K 1.3
ST
A 1
8+
06
.8
83
LP
3
.2
73
-
1
4
.
2
1
%
-
4
.
3
0
%
-
6
.
9
5
%
0.50%
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
EXISTING GROUND
FINISH GROUND
2.7
6
2.9
14
2.7
4
3.0
01
2.8
7
3.2
00
3.4
8
3.4
32
14+95 15+00 15+05 15+10 15+15 15+20 15+25
EX
TG
.
PR
OP
.
BV
C 1
5+
02
.2
64
EV
C 1
5+
10
.3
29
ST
A 1
5+
06
.2
96
PIV
C 3
.0
00
8 VC
K 2.0
1.36%
5
.
3
9
%
4
.
0
0
%
1
2
.
6
3
%
3
4
3
4
CONTROL LINE
ELEVATIONS
EXISTING GROUND
FINISH GROUND
2.7
6
2.8
09
2.6
8
2.8
26
2.7
2
2.8
83
2.9
0
3.1
42
3.5
4
3.4
63
15+95 16+00 16+05 16+10 16+15 16+20 16+25
EX
TG
.
PR
OP
.
BV
C 1
6+
08
.0
41
EV
C 1
6+
14
.2
00
ST
A 1
6+
11
.1
20
PIV
C 2
.8
73
6 VC
K 1.0
6
.
9
3
%
4
.
0
0
%
1
3
.
9
7
%
0.10%
0.7
7%
3
4
3
4
CONTROL LINE
ELEVATIONS
EXISTING GROUND
FINISH GROUND
3.7
7
3.7
49
3.1
9
3.2
89
2.8
9
2.9
97
2.9
0
2.8
98
3.0
1
2.9
75
16+95 17+00 17+05 17+10 17+15 17+20 17+25
EX
TG
.
PR
OP
.
BV
C 1
7+
07
.5
30
EV
C 1
7+
16
.1
67
ST
A 1
7+
11
.8
48
PIV
C 2
.8
38
9 VC
K 1.0
ST
A 1
7+
07
.5
30
LP
3
.1
38
-
1
3
.
1
1
%
-
4
.
0
0
%
-
6
.
9
5
%
1
.6
8
%
0.7
0%
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
EXISTING GROUND
FINISH GROUND
3.5
7
3.5
52
2.9
6
3.1
55
2.5
5
2.7
28
2.4
8
2.6
69
12+95 13+00 13+05 13+10 13+15 13+20 13+25
EX
TG
.
PR
OP
.
BV
C 1
3+
07
.4
78
EV
C 1
3+
12
.5
21
ST
A 1
3+
09
.9
99
PIV
C 2
.6
64
5 VC
K 0.5
ST
A 1
3+
07
.4
78
LP
2
.9
16
-
1
3
.
2
3
%
-
3
.
9
9
%
-
9
.
9
8
%
0.10%
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
EXISTING GROUND
FINISH GROUND
2.6
3
2.6
15
2.6
0
2.6
58
2.6
6
2.8
49
3.1
6
3.2
02
11+95 12+00 12+05 12+10 12+15 12+20 12+25
EX
TG
.
PR
OP
.
BV
C 1
2+
06
.1
61
EV
C 1
2+
10
.2
73
ST
A 1
2+
08
.2
17
PIV
C 2
.6
86
4 VC
K 0.5
0.8
7%
9
.
0
9
%
4
.
0
0
%
1
1
.
5
1
%
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
EXISTING GROUND
FINISH
GROUND
2.6
8
2.6
17
2.6
2
2.6
56
2.6
7
2.9
22
3.3
0
3.2
92
10+95 11+00 11+05 11+10 11+15 11+20 11+25
BV
C 1
1+
02
.1
88
EV
C 1
1+
12
.3
29
ST
A 1
1+
07
.2
58
PIV
C 2
.6
17
10 VC
K 1.0
0.00%
1
0
.
1
4
%
4
.
0
0
%
8
.
2
6
%
EX
TG
.
PR
OP
.
2
3
4
2
3
4
CONTROL LINE
ELEVATIONS
EXISTING GROUND
FINISH
GROUND
4.1
8
3.7
7
3.3
2
3.3
26
2.6
7
3.0
19
2.3
8
2.7
34
2.6
3
2.6
73
14+00 14+05 14+10 14+15 14+20 14+25 14+30
EX
TG
.
PR
OP
.
BV
C 1
4+
14
.8
79
EV
C 1
4+
23
.5
71
ST
A 1
4+
19
.2
25
PIV
C 2
.6
74
9 VC
K 1.1
-0.02%
-
9
.
4
0
%
-
4
.
0
0
%
-
8
.
1
5
%
BRAID STREET
O
W
102+40 102+60
102+80
302+40
302+60
402+40
402+60
230+22
230+
00
230+
20
+
+
+
+
+
+
+
+
+
2.69
2.81
2.92
3.05
3.23
3.36
2.64
2.67
2.73
2.89
3.13
3.27
3.26
3.13
2.89
2.73
2.67
2.67
3.36
3.25
3.12
2.98
2.87
2.75
Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
of
W
S
D
UE
G
T
1
2
3
4
5
6
7
501516
77
512 2115 11
0
440
2430
5060
442
446
76
BRAID STREET
CA
NF
OR
A
VE
.
BR
UN
ET
TE
A
VE
.
VU
LC
AN
S
T.
R
A
IL
X
RA
IL X
RS
GN
RS
31599
- - 2017/05/04
1:250 1:25
0222
BRAID STREET GREENWAY - PHASE 1
CURB RETURN PROFILE & SPOT ELEV.
TE
ND
ER
S
UB
MIS
SIO
N
17/08/25
17/09/29
-
-
-
-
-
100% DETAILED DESIGN
TENDER SUBMISSION
-
-
-
-
-
RS
RS
-
-
-
-
-
GN
GN
-
-
-
-
-
DRIVEWAY AT STA. 103+08
C18 BARRIER CURB RETURN PROFILEC15 BARRIER CURB RETURN PROFILE
C17 ROLLOVER CURB RETURN PROFILEC16 ROLLOVER CURB RETURN PROFILE
DRIVEWAY AT STA. 102+59
C14 BARRIER CURB RETURN PROFILEC11 BARRIER CURB RETURN PROFILE
C13 ROLLOVER CURB RETURN PROFILEC12 ROLLOVER CURB RETURN PROFILE
BRAID STREET
BRAID STREET
4
:1
2.0%
-2.0%
VARIES
LANE
REFER TO PARTIAL DEPTH
PAVEMENT DETAIL
3.0
MUP
VARIES
VARIES
50mm ASPHALT
200mm OF 20mm CRUSHED BASE
ORIGINAL GROUND
C
L
MUP GRADE IS 4% AT
DRIVEWAYS (TYP.)
MMCD C4
BARRIER
CURB (TYP.)
REFER TO FULL DEPTH
PAVEMENT DETAIL
2.0
MIN.
EX. ASPHALT PAVEMENT
(THICKNESS VARIES)
PR. ASPHALT
PAVEMENT
MILL TO 50 mm DEPTH
SA
WC
UT
LIN
E
TIE
-IN
50mm ASPHALT UPPER COURSE #1
100mm ASPHALT LOWER COURSE #1
230mm OF 20mm CRUSHED BASE
SUBGRADE TO 95% MODIFIED PROCTOR
500mm OF 75mm SGSB
MMCD C4 BARRIER
CURB WITH GUTTER
MULTI-USER
PATH
ASPHALT
SIDEWALK
TRANSITION
FINISHED
SURFACE
ASPHALT LEVELING
COURSE
50mm - ASPHALT MILL 50mm EXISTING
ROAD SURFACE
4
:1
4
:1
3.0
MUP
(2
:1
M
IN
)
VARIES
LANE
C
L
2.0%
2.6
PARKING
1.0%
VARIES
2.0%
50mm ASPHALT
200mm OF 20mm CRUSHED BASE
REFER TO FULL DEPTH
PAVEMENT DETAIL
REFER TO PARTIAL DEPTH
PAVEMENT DETAIL
SUB GRADE (SEE DETAIL)
ORIGINAL
GROUND
1.2m HIGH HANDRAIL
MOUNTED TO RETAINING WALL
BENCH AS PER MMCD C14
2.0%
VARIES
LANE
ORIGINAL
GROUND
C
L
2.0%
2.6
PARKING
3.0
MUP
50mm ASPHALT
200mm OF 20mm CRUSHED BASE
1.0%2.0%
LOCK BLOCK RETAINING WALL
(AS PER GEOTECH)
REFER TO FULL DEPTH
PAVEMENT DETAIL
REFER TO PARTIAL DEPTH
PAVEMENT DETAIL
SUB GRADE (SEE DETAIL)
VARIES
LANE
C
L
VARIES
TRUCK APRON
VARIES
LANE
VARIES
TRUCK APRON
ORIGINAL GROUND
REFER TO FULL DEPTH
PAVEMENT DETAIL
125mm STAMPED CONCRETE
230mm OF 20mm CRUSHED BASE
500mm OF 75mm SGSB
MULTI-USER PATH
VARIESVARIES
VARIES
MMCD C4 BARRIER
CURB (TYP.)
MMCD C4 ROLLOVER
CURB (TYP.)
VARIES
Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
of
W
S
D
UE
G
T
1
2
3
4
5
6
7
501516
77
512 2115 11
0
440
2430
5060
442
446
76
BRAID STREET
CA
NF
OR
A
VE
.
BR
UN
ET
TE
A
VE
.
VU
LC
AN
S
T.
R
A
IL
X
RA
IL X
R. STOKES
G. NGIENG
R.STOKES
31599
XX XX 2017/05/19
1:250 1:25
0330
BRAID STREET GREENWAY - PHASE 1
TYPICALS AND DETAILS
TE
ND
ER
S
UB
MIS
SIO
N
17/05/19
17/06/26
17/09/29
-
-
-
-
50% DETAILED DESIGN
50% DETAILED DESIGN - REVISED MUP
TENDER SUBMISSION
-
-
-
-
RS
RS
RS
-
-
-
-
GN
GN
GN
-
-
-
-
TRANSVERSE PAVEMENT JOINT DETAIL
NOT TO SCALE
FULL DEPTH PAVEMENT STRUCTURE DETAIL
NOT TO SCALE
PARTIAL DEPTH
PAVEMENT DETAIL
NOT TO SCALE
SIDEWALK INTRODUCTION
TRANSITION DETAIL
NOT TO SCALE
BICYCLE PATH INTRODUCTION
TRANSITION DETAIL
NOT TO SCALE
TYPICAL SECTION
SLOPED SURFACE FROM MUP TO BACK OF CURB
0 5m1:1001
TYPICAL SECTION - PARKING
SLOPED SURFACE FROM MUP TO BACK OF CURB
0 5m1:1001
TYPICAL SECTION - PARKING
WALL BETWEEN MUP AND CURB
0 5m1:1001
TYPICAL SECTION
DRIVEWAY WITH ROLLOVER CURB
0 5m1:1001
AS SHOWN
O
W
P
o
s
t
P
o
s
t
P
o
s
t
P
o
s
t
VU
LC
AN
ST
RE
ET
BRAID STREET
210+23
210+
00
210+
20
CA
UT
IO
N
TR
UC
KS
TU
RN
IN
G
CA
UT
IO
N
TR
UC
KS
TU
RN
IN
G
CA
UT
IO
N
TR
UC
KS
TU
RN
IN
G
C
AU
TIO
N
TR
U
C
K
S
TU
R
N
IN
G
C
AU
TIO
N
TR
U
C
K
S
TU
R
N
IN
G
CA
UT
IO
N
TR
UC
KS
TU
RN
IN
G
CA
UT
IO
N
TR
UC
KS
TU
RN
IN
G
CA
UT
IO
N
TR
UC
KS
TU
RN
IN
G
C
A
U
T
IO
N
T
R
U
C
K
S
T
U
R
N
IN
G
400mm WHITE
CROSSING X
100mm (3-3-3) WHITE
PAINT LINE (TYP.)
PAINT SPEED BUMP WITH
REFLECTIVE WHITE PAINT (TYP.)
100mm WHITE
PAINT LINE (TYP.)
100mm YELLOW PAINT LINE (TYP.)
100mm WHITE PAINT LINE (TYP.)
600mm YELLOW CHEVRONS (TYP.)
600mm YELLOW CHEVRONS (TYP.)
300mm WHITE LINESAPPLIED AT A 2:1 ANGLE
IN TRAVEL DIRECTION (TYP.)
TURNING VEHICLE
PAVEMENT MARKING (TYP.)
WHITE THERMOPLASTIC LEFT
TURN ARROWS (TYP.)
9.042.5
7.5
9.0 78.5
36.0
GREEN DRIVEWAY
CROSSINGS (TYP.)
(CUSTOM DIAMOND SIGN)
CYCLISTS
WATCH FOR
TURNING
TRUCKS
101+40
101+60
101+80
102+00 102+20
102+40 102+60
102+80
103+00
103+20
240+23
240+
00
240+
20
220+22
220+
00
220+
20
230+22
230+
00
230+
20
300mm WHITE THERMOPLASTIC
CROSS-WALK LINE (TYP.)
FROM RAIL
FROM RAIL
20m
29.0
(CUSTOM DIAMOND SIGN)
CYCLISTS
WATCH FOR
TURNING
TRUCKS
CA
UT
IO
N
TR
UC
KS
TU
RN
IN
G
RB-93
RB-93
WA-36L
Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
of
W
S
D
UE
G
T
1
2
3
4
5
6
7
501516
77
512 2115 11
0
440
2430
5060
442
446
76
BRAID STREET
CA
NF
OR
A
VE
.
BR
UN
ET
TE
A
VE
.
VU
LC
AN
S
T.
R
A
IL
X
RA
IL X
R. STOKES
G. NGIENG
R.STOKES
31599
- - 2017/05/19
1:250 1:25
0440
BRAID STREET GREENWAY - PHASE 1
PAVEMENT MARKING AND SIGNING
TE
ND
ER
S
UB
MIS
SIO
N
17/05/19
17/06/26
17/08/25
17/09/29
-
-
-
50% DETAILED DESIGN
50% DETAILED DESIGN - REVISED MUP
100% DETAILED DESIGN
TENDER SUBMISSION
-
-
-
RS
RS
RS
RS
-
-
-
GN
GN
GN
GN
-
-
-
FULL DEPTH
PAVEMENT STRUCTURE
CONCRETE
TRUCK APRON
HARDSCAPING
0 12m1:2502
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
of
W
S
D
UE
G
T
1
2
3
4
5
6
7
501516
77
512 2115 11
0
440
2430
5060
442
446
76
BRAID STREET
CA
NF
OR
A
VE
.
BR
UN
ET
TE
A
VE
.
VU
LC
AN
S
T.
R
A
IL
X
RA
IL X
R. STOKES
G. NGIENG
R.STOKES
31599
- - 2017/08/25
1:250 1:125
0260
BRAID STREET GREENWAY - PHASE 1
REFERENCE CROSS-SECTIONS
TE
ND
ER
S
UB
MIS
SIO
N
17/08/25
17/09/29
-
-
-
-
-
100% DETAILED DESIGN
TENDER SUBMISSION
-
-
-
-
-
RS
RS
-
-
-
-
-
GN
GN
-
-
-
-
-
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
of
W
S
D
UE
G
T
1
2
3
4
5
6
7
501516
77
512 2115 11
0
440
2430
5060
442
446
76
BRAID STREET
CA
NF
OR
A
VE
.
BR
UN
ET
TE
A
VE
.
VU
LC
AN
S
T.
R
A
IL
X
RA
IL X
R. STOKES
G. NGIENG
R.STOKES
31599
- - 2017/08/25
1:250 1:125
0261
BRAID STREET GREENWAY - PHASE 1
REFERENCE CROSS-SECTIONS
TE
ND
ER
S
UB
MIS
SIO
N
17/08/25
17/09/29
-
-
-
-
-
100% DETAILED DESIGN
TENDER SUBMISSION
-
-
-
-
-
RS
RS
-
-
-
-
-
GN
GN
-
-
-
-
-
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
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EX
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. P
L
EX
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EX
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Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
of
W
S
D
UE
G
T
1
2
3
4
5
6
7
501516
77
512 2115 11
0
440
2430
5060
442
446
76
BRAID STREET
CA
NF
OR
A
VE
.
BR
UN
ET
TE
A
VE
.
VU
LC
AN
S
T.
R
A
IL
X
RA
IL X
R. STOKES
G. NGIENG
R.STOKES
31599
- - 2017/08/25
1:250 1:125
0262
BRAID STREET GREENWAY - PHASE 1
REFERENCE CROSS-SECTIONS
TE
ND
ER
S
UB
MIS
SIO
N
17/08/25
17/09/29
-
-
-
-
-
100% DETAILED DESIGN
TENDER SUBMISSION
-
-
-
-
-
RS
RS
-
-
-
-
-
GN
GN
-
-
-
-
-
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
of
W
S
D
UE
G
T
1
2
3
4
5
6
7
501516
77
512 2115 11
0
440
2430
5060
442
446
76
BRAID STREET
CA
NF
OR
A
VE
.
BR
UN
ET
TE
A
VE
.
VU
LC
AN
S
T.
R
A
IL
X
RA
IL X
R. STOKES
G. NGIENG
R.STOKES
31599
- - 2017/08/25
1:250 1:125
0263
BRAID STREET GREENWAY - PHASE 1
REFERENCE CROSS-SECTIONS
TE
ND
ER
S
UB
MIS
SIO
N
17/08/25
17/09/29
-
-
-
-
-
100% DETAILED DESIGN
TENDER SUBMISSION
-
-
-
-
-
RS
RS
-
-
-
-
-
GN
GN
-
-
-
-
-
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
EX
. P
L
Project
Rev.Drawing No.
y/m/dSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
seal
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
proposedplan - legendexisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
Consultant CardKEYPLAN
Received
Checked
Approved
Date
CITY ENGINEER
#201, 8506 - 200 Street, Langley, B.C. V2Y 0M1T: (604)371-0091 F: (604)371-0098
of
W
S
D
UE
G
T
1
2
3
4
5
6
7
501516
77
512 2115 11
0
440
2430
5060
442
446
76
BRAID STREET
CA
NF
OR
A
VE
.
BR
UN
ET
TE
A
VE
.
VU
LC
AN
S
T.
R
A
IL
X
RA
IL X
R. STOKES
G. NGIENG
R.STOKES
31599
- - 2017/08/25
1:250 1:125
0264
BRAID STREET GREENWAY - PHASE 1
REFERENCE CROSS-SECTIONS
TE
ND
ER
S
UB
MIS
SIO
N
17/08/25
17/09/29
-
-
-
-
-
100% DETAILED DESIGN
TENDER SUBMISSION
-
-
-
-
-
RS
RS
-
-
-
-
-
GN
GN
-
-
-
-
-