BRANNEN LAKE BOAT LAUNCH UPGRADE...S S S S S S S S NO PARKING CITY OF NANAIMO T H E H A R B O U R C...
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S S S S S S S S NO PARKING CITY OF NANAIMO T H E H A R B O U R C I T Y BRANNEN LAKE BOAT LAUNCH UPGRADE LOCATION PLAN KEY PLAN PROJECT LOCATION C02/C04 G G T H C W D D S
BRANNEN LAKE BOAT LAUNCH UPGRADE...S S S S S S S S NO PARKING CITY OF NANAIMO T H E H A R B O U R C I T Y BRANNEN LAKE BOAT LAUNCH UPGRADE LOCATION PLAN KEY PLAN PROJECT LOCATION
GENERAL NOTES: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF NANAIMO ENGINEERING STANDARDS AND ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF NANAIMO ENGINEERING STANDARDS AND SPECIFICATIONS. 2. ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND SHOULD BE ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND SHOULD BE CONFIRMED BY USE OF A PIPE LOCATOR AND MANUAL DIGGING. ALL OR ANY STRUCTURES NOT NECESSARILY SHOWN. 3. COORDINATES ARE GROUND LEVEL (UTM NAD 83 WITH COMBINED SCALE FACTOR OF 1/0.99965) AND ALL COORDINATES ARE GROUND LEVEL (UTM NAD 83 WITH COMBINED SCALE FACTOR OF 1/0.99965) AND ALL ELEVATIONS ARE TO GEODETIC DATUM. 4. ANY ALTERNATIVES TO SPECIFIED MATERIALS OR APPURTENANCES TO BE APPROVED BY THE CITY ENGINEER ANY ALTERNATIVES TO SPECIFIED MATERIALS OR APPURTENANCES TO BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 5. ALL DISTURBED SURFACES TO BE RESTORED TO EXISTING CONDITION OR BETTER. ALL DISTURBED SURFACES TO BE RESTORED TO EXISTING CONDITION OR BETTER. 6. THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCEMENT OF WORK. THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 7. CONTRACTOR TO COMPLY WITH ALL APPLICABLE MINISTRY OF ENVIRONMENT REQUIREMENTS AT ALL TIMES CONTRACTOR TO COMPLY WITH ALL APPLICABLE MINISTRY OF ENVIRONMENT REQUIREMENTS AT ALL TIMES DURING CONSTRUCTION. 8. ALL DIMENSIONS ARE IN MILLIMETERS, UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE IN MILLIMETERS, UNLESS NOTED OTHERWISE. 9. CONTRACTOR TO MEASURE AND CONFIRM ALL OFFSETS IN THE FIELD PRIOR TO CONSTRUCTION. ANY CONTRACTOR TO MEASURE AND CONFIRM ALL OFFSETS IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES ARE TO BE REVIEWED WITH THE ENGINEER. 10. ALL ELEVATIONS ARE IN METRES AND ARE TO GEODETIC DATUM, REFERENCED TO GEODETIC CONTROL ALL ELEVATIONS ARE IN METRES AND ARE TO GEODETIC DATUM, REFERENCED TO GEODETIC CONTROL MARKER 94H1535 WITH A PUBLISHED ELEVATION OF 91.046m. 11. TOPOGRAPHIC SURVEY COMPLETED BY JOHN TATE, CITY OF NANAIMO, IN JULY AND DECEMBER 2018. TOPOGRAPHIC SURVEY COMPLETED BY JOHN TATE, CITY OF NANAIMO, IN JULY AND DECEMBER 2018. BOAT RAMP BASE AND SHOT ROCK FILL GRADATIONS: 1. BOAT RAMP BASE COURSE AND SHOT ROCK FILL TO CONFORM TO ALL PERFORMANCE AND MATERIAL BOAT RAMP BASE COURSE AND SHOT ROCK FILL TO CONFORM TO ALL PERFORMANCE AND MATERIAL MEASURES AS SPECIFIED IN THE CITY OF NANAIMO'S MANUAL OF ENGINEERING STANDARDS AND SPECIFICATIONS (MoESS). 2. GRADATION TO CONFORM WITH THE FOLLOWING TABLE: GRADATION TO CONFORM WITH THE FOLLOWING TABLE: REINFORCED CONCRETE: 1. CONCRETE MATERIALS, QUALITY, MIXING, PLACING, FORMWORK, AND OTHER CONSTRUCTION PRACTICES TO CONCRETE MATERIALS, QUALITY, MIXING, PLACING, FORMWORK, AND OTHER CONSTRUCTION PRACTICES TO CONFORM TO CAN CSA STD A23.1, A23.2 AND A23.4. 2. MATERIALS MATERIALS 2.1. CEMENT TO CAN/CSA-A3001, TYPE GUL. CEMENT TO CAN/CSA-A3001, TYPE GUL. 2.2. SUPPLEMENTARY CEMENTING MATERIALS: WITH 15% TYPE F FLY ASH REPLACEMENT AND 5% TYPE SF SUPPLEMENTARY CEMENTING MATERIALS: WITH 15% TYPE F FLY ASH REPLACEMENT AND 5% TYPE SF SILICA FUME, BY MASS OF TOTAL CEMENTITIOUS MATERIALS TO CAN/CSA A3001. TOTAL SUPPLEMENTARY MATERIALS NOT TO EXCEED 20% BY MASS OF TOTAL CEMENTITIOUS MATERIAL. 2.3. WATER: TO CSA-A23.1/A23.2 WATER: TO CSA-A23.1/A23.2 2.4. REINFORCING STEEL: TO CAN/CSA-G30.18, BARE WHEN SILICA FUME USED. REINFORCING STEEL: TO CAN/CSA-G30.18, BARE WHEN SILICA FUME USED. 2.5. HARDWARE AND MISCELLANEOUS MATERIALS: TO CSA-A23.1/A23.2. HARDWARE AND MISCELLANEOUS MATERIALS: TO CSA-A23.1/A23.2. 2.6. FORMS: TO CSA-A23.4. FORMS: TO CSA-A23.4. 2.7. AIR ENTRAINMENT ADMIXTURES: TO ASTM C260. AIR ENTRAINMENT ADMIXTURES: TO ASTM C260. 2.8. FINE AGGREGATE SHALL CONFORM TO CLAUSE 5.3 CSA STANDARD CAN3.A23.1-M. FINE AGGREGATE SHALL CONFORM TO CLAUSE 5.3 CSA STANDARD CAN3.A23.1-M. 2.9. COARSE AGGREGATE SHALL CONFORM TO CLAUSE 5.4 CSA STANDARD CAN3.A23.1-M GROUP 1. MAX COARSE AGGREGATE SHALL CONFORM TO CLAUSE 5.4 CSA STANDARD CAN3.A23.1-M GROUP 1. MAX AGGREGATE SIZE TO BE 20mm. 2.10. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL, ALKALI, ORGANIC MATTER AND WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL, ALKALI, ORGANIC MATTER AND DELETERIOUS MATERIALS. 3. CONCRETE MIXES CONCRETE MIXES 3.1. CONCRETE TO MEET PERFORMANCE CRITERIA IN ACCORDANCE WITH CAN/CSA-A23.1/A23.2 CONCRETE TO MEET PERFORMANCE CRITERIA IN ACCORDANCE WITH CAN/CSA-A23.1/A23.2 3.2. DURABILITY AND CLASS OF EXPOSURE: C-1 DURABILITY AND CLASS OF EXPOSURE: C-1 3.3. MINIMUM 28-DAY COMPRESSIVE STRENGTH: 35MPa MINIMUM 28-DAY COMPRESSIVE STRENGTH: 35MPa 3.4. INTENDED APPLICATION: CONTINUOUS WATER SUBMERSION AND SPLASH ZONE (FREQUENT WETTING AND INTENDED APPLICATION: CONTINUOUS WATER SUBMERSION AND SPLASH ZONE (FREQUENT WETTING AND DRYING CYCLES) 3.5. MAXIMUM WATER CEMENT RATIO SHALL BE 0.40. MAXIMUM WATER CEMENT RATIO SHALL BE 0.40. 3.6. AIR CONTENT SHALL BE BETWEEN 5% AND 8%. AIR CONTENT SHALL BE BETWEEN 5% AND 8%. 3.7. SET RETARDING ADMIXTURES SHALL NOT BE USED UNLESS APPROVED BY THE ENFINEER. SET RETARDING ADMIXTURES SHALL NOT BE USED UNLESS APPROVED BY THE ENFINEER. 3.8. THE CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACING THE CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACING CONCRETE. THE MIX DESIGN INCLUDING ADMIXTURES SHALL NOT BE CHANGED WITHOUT PRIOR APPROVAL OF THE ENGINEER. 4. ALL REINFORCING STEEL TO BE DEFORMED BARS GRADE 400 CONFORMING TO CAN CSA STD. G30.18. ALL REINFORCING STEEL TO BE DEFORMED BARS GRADE 400 CONFORMING TO CAN CSA STD. G30.18. 5. MINIMUM COVER TO ALL REINFORCEMENT TO BE 60mm UNLESS OTHERWISE NOTED. MINIMUM COVER TO ALL REINFORCEMENT TO BE 60mm UNLESS OTHERWISE NOTED. 6. ALL REINFORCEMENT HOOKS, LAPS AND DEVELOPMENT LENGTHS TO BE IN ACCORDANCE WITH CAN CSA STD ALL REINFORCEMENT HOOKS, LAPS AND DEVELOPMENT LENGTHS TO BE IN ACCORDANCE WITH CAN CSA STD A23.2. 7. ALL EXPOSED CONCRETE EDGE TO BE CHAMFERED 25mm. ALL EXPOSED CONCRETE EDGE TO BE CHAMFERED 25mm. 8. ALLOWABLE BEARING PRESSURE: 150 kPA ALLOWABLE BEARING PRESSURE: 150 kPA 9. NOTIFY ENGINEER 48 HOURS PRIOR TO CONCRETE PLACEMENT FOR REVIEW OF REINFORCEMENT AND NOTIFY ENGINEER 48 HOURS PRIOR TO CONCRETE PLACEMENT FOR REVIEW OF REINFORCEMENT AND FORMWORK. 10. FIELD AND LABORATORY TESTING OF CONCRETE TO BE COMPLETED BY A THIRD PARTY TESTING AND FIELD AND LABORATORY TESTING OF CONCRETE TO BE COMPLETED BY A THIRD PARTY TESTING AND INSPECTION AGENCY APPROVED BY AND RESPONSIBLE TO THE ENGINEER. TESTING AGENCY SHALL BE CERTIFIED TO CSA-A283. ONE SET OF 3 CYLINDERS SHALL BE MADE FOR EACH DAY'S POUR. COPIES OF TEST RESULTS TO BE SENT TO THE ENGINEER AND CONTRACTOR. C.O.N. TO PAY FOR TESTS. 11. COLD WEATHER REQUIREMENTS FOR PLACING CONCRETE AS DEFINED BY CAN/CSA 23.1, CLAUSE 7.4.2.5 COLD WEATHER REQUIREMENTS FOR PLACING CONCRETE AS DEFINED BY CAN/CSA 23.1, CLAUSE 7.4.2.5 MUST BE MET. 12. HOT WEATHER REQUIREMENTS FOR PLACING CONCRETE AS DEFINED BY CAN/CSA 23.1, CLAUSE 7.4.1.8.1 HOT WEATHER REQUIREMENTS FOR PLACING CONCRETE AS DEFINED BY CAN/CSA 23.1, CLAUSE 7.4.1.8.1 MUST BE MET. 13. REINFORCEMENT IS NOT TO BE WELDED, UNLESS SPECIFICALLY APPROVED BY THE ENGINEER REINFORCEMENT IS NOT TO BE WELDED, UNLESS SPECIFICALLY APPROVED BY THE ENGINEER 14. ALL REINFORCEMENT TO BE SUPPORTED AT 900mm MAXIMUM SPACING ALL REINFORCEMENT TO BE SUPPORTED AT 900mm MAXIMUM SPACING 15. DESIGN, FABRICATION, ERECTION, AND OTHER CONSTRUCTION PRACTICES TO CONFORM TO CAN/CSA-S269.3 DESIGN, FABRICATION, ERECTION, AND OTHER CONSTRUCTION PRACTICES TO CONFORM TO CAN/CSA-S269.3 STRUCTURAL AND MISCELLANEOUS STEEL: 1. ALL ROLLED SECTION AND MISCELLANEOUS PLATES TO BE GRADE 300W CONFORMING TO CAN CSA STD. ALL ROLLED SECTION AND MISCELLANEOUS PLATES TO BE GRADE 300W CONFORMING TO CAN CSA STD. G40.20/G40.21 UNLESS OTHERWISE NOTED. 2. ALL BOLTS TO CONFORM TO ASTM A325 UNLESS OTHERWISE NOTED. ALL BOLTS TO CONFORM TO ASTM A325 UNLESS OTHERWISE NOTED. 3. ALL WELDING TO CONFORM TO ASTM A325 UNLESS OTHERWISE NOTED.ALL WELDING TO CONFORM TO ASTM A325 UNLESS OTHERWISE NOTED.
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DUNSTER ROAD
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HIGHWAY 19
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BRANNEN LAKE
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CONSULTANT DWG. No. CITY DWG. No. DRAWING TITLE CITY DWG. No. DRAWING TITLE DRAWING TITLE C01 GENERAL NOTES, KEY PLAN, AND LOCATION PLANGENERAL NOTES, KEY PLAN, AND LOCATION PLANC02 PLAN AND PROFILE PLAN AND PROFILE C03 DETAILS AND CROSS SECTION DETAILS AND CROSS SECTION C04 TURNING MOVEMENTS, LINES AND SIGNAGE TURNING MOVEMENTS, LINES AND SIGNAGE
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UP
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INSPECTION CHAMBER
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WATER METER
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NON-MOUNT. CURB & GUTTER
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MOUNTABLE CURB & GUTTER
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U/G HYDRO/TEL/CABLE
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UTILITY POLE
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DITCH
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MANHOLE
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CATCHBASIN
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CLEANOUT
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FIRE HYDRANT
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REDUCER
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GATE VALVE
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LEGEND
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NMC
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MC
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AIR RELEASE VALVE
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GAS
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A
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A
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LAMP STANDARD
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UP
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EDGE ASPHALT
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LS
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LS
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FLUSHOUT
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ELEVATION
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113.78
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109.28
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PROPOSED
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EXISTING
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PROPOSED
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EXISTING
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ROUND CATCHBASIN
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NMC
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MC
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PROPOSED
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EXISTING
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ASPHALT CURB
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AC
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AC
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SSIC
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SDIC
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WM
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WM
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CULVERT OUTLET
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CULVERT HEADWALL
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ASPHALT REMOVAL
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PROPOSED ASPHALT
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SSCO
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SDCO
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TOP OF BANK/BOTTOM OF BANK
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TB/BB
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TB/BB
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PROPOSED CONCRETE
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FENCE
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JUNCTION BOX
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JB
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JB
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SANITARY
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STORM
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WATER
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1+250
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CENTERLINE ALIGNMENT
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DUNSTER ROAD
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MILDMAY ROAD
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BRANNEN LAKE
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SIEVE DESIGNATION
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SIEVE SIZE
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(PERCENT PASSING BY WEIGHT)
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BOAT RAMP BASE COURSE
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BOAT RAMP SHOT ROCK FILL
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6
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150mm
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100
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4
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100mm
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70-100
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2
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50mm
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85-100
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40-80
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No. 4
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4.75mm
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30-60
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30-50
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No. 200
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0.075mm
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0-6
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0-6*
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*GRADATION SHALL BE DETERMINED ON THAT PORTION PASSING THE 50mm SCREEN
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NO
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367
78.107
Proposed Finished Elevation
368
78.107
Proposed Finished Elevation
1+000 1+010 1+020
1+
030
1+
040
1+
050
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060
1+
066
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000
1+
010
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020
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030
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040
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050
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060
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75.849
77.05
77.149
78.42
78.449
79.74
79.749
78.06
78.107
1+
027.37
74.815
75.268
1+
005.53
74.220
75.070
1+
002.88
CITY OF NANAIMOT H E H A R B O U R C I T Y
A 04APR2019 GPD FOR DISCUSSION CDRCDRISSUED FOR CONSTRUCTION FOR REVIEWGPD24APR2019B
C
17JUL2019
GPD
100% DESIGN
CDR
GPD
1:100 1:100
2 404APR2019
PO# 535796
1024-003
C02 C
BRANNEN LAKEBOAT LAUNCH UPGRADE
PLAN AND PROFILE
NANAIMO, BCCDR
PRELIMINARY
PARKING LOT - TYPICAL SECTION
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ESTIMATED EDGE OF ASPHALT
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EXISTING SIGN
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EXISTING SIGN
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SHORELINE
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ASPHALT CURB
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FLOATS
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RAMP
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CONCRETE ABUTMENT
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GRAVEL
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94H1535 MILDMAY & MILDMAY & COLINWOOD EL: 91.046
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STATIONING
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70
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72
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74
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76
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78
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80
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Date
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Reference data
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No.
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Title
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Seal
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#206-335 Wesley Street Nanaimo, BC V9R 2T5
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Date
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P:\PROJECTS\1024-003 BRANNEN LAKE BOAT LAUNCH\04 - DRAWINGS\1024-003 CIVIL DRAWINGS
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7.17.2019
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70
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72
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74
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76
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78
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80
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82
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0
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1:100
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2
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6m
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DEC 2018 WATER ELEV 77.944m
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JULY 2018 WATER ELEV 76.795m
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RIP RAP
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0.75m RIP RAP SHOULDER
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JULY 2018 WATER LEVEL
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DECEMBER 2018 WATER LEVEL
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EXISTING AND DESIGN ELEVATION
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APPROX EXISTING GROUND @ DESIGN
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PROPERTY LINE, (TYP.)
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EXISTING EDGE OF CONCRETE
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REMOVE ONE EXISTING CONCRETE BARRIER AND ADJUST REMAINING EXISTING CONCRETE BARRIERS TO ALLOW FOR PEDESTRIAN ACCESS
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EXTEND RIP RAP 1:1 TO EXISTING GROUND
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EXISTING STAIRS
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PARKING
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EDGE OF ADDITIONAL ASPHALT
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EXISTING 150 PVC SANITARY, MIN. 0.6m COVER
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EXISTING 600 HDPE SANITARY
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REMOVE EXISTING ASPHALT AND INSTALL 50mm THICK ASPHALT, ROAD BASE GRAVEL COURSE AS REQUIRED (UP TO 100mm) SUBGRADE AND EXISTING BASE COURSE TO BE APPROVED BY A GEOTECHNICAL ENGINEER
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75mm EXTRUDED ASPHALT CURB
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0.3m RADIUS, (TYP.)
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13.0%
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DUNSTER ROAD
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BRANNEN LAKE
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NO SURVEY AVAILABLE, ASPHALT TO MATCH EXISTING
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PROPERTY LINE, (TYP.)
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SAWCUT ASPHALT
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REMOVE EXISTING ASPHALT TRANSITION RAMP GRADE NEW ASPHALT TO ABUTMENT
SAWCUT IN FRONT OF EXISTING CONCRETE BARRIERS, LEAVE SLOPED ASPHALT IN PLACE
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NOT FOR CONSTRUCTION
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13.0%
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MATCH EXISTING GRADE
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NTS NOTE: CONTRACTOR TO SURVEY EXISTING PARKING LOT CONTRACTOR TO SURVEY EXISTING PARKING LOT AND MATCH WITH NEW ASPHALT.
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CITY OF NANAIMOT H E H A R B O U R C I T Y
A 04APR2019 GPD FOR DISCUSSION CDRCDRISSUED FOR CONSTRUCTION FOR REVIEWGPD24APR2019B
C
17JUL2019
GPD
100% DESIGN
CDR
GPD
N/A N/A
3 404APR2019
PO# 535796
1024-003
C03 C
BRANNEN LAKEBOAT LAUNCH UPGRADE
DETAILS AND CROSS SECTION
NANAIMO, BC
TYPICAL RAMP PLANK SECTION
TYPICAL BOAT LAUNCH SECTION
STEEL RAIL SYSTEM
CDRPRELIMINARY
RAMP PLANK PLAN
WARNING STRIP DETAIL
CONNECTION PLATE DETAIL
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94H1535 MILDMAY & MILDMAY & COLINWOOD EL: 91.046
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Consultant:
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Date
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Reference data
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No.
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By
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Eng File No.
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Scale
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Sheet of
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Vert.
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Title
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Project
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Seal
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#206-335 Wesley Street Nanaimo, BC V9R 2T5
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Date
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P:\PROJECTS\1024-003 BRANNEN LAKE BOAT LAUNCH\04 - DRAWINGS\1024-003 CIVIL DRAWINGS
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7.17.2019
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10M STIRRUP @ 300mm SPACING
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12mm GAP BETWEEN PLANKS - INSTALL WITH SPACERS
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CONNECTION PLATE (BOTH SIDES)
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19mm CAST-IN-PLACE GALV. BOLTS, 450mm LONG, TYP.
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NTS
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V-GROOVE SURFACE, (TYP.)
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FILL 1.5:1 TO EXISTING GROUND CLASS 100 RIP RAP, TYP.
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NON-WOVEN GEOTEXTILE
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V-NOTCH TOE TRENCH, (TYP.)
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150mm BOAT RAMP BASE COURSE
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NOTE: V-GROOVE NOT SHOWN FOR CLARITY
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NTS
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3-15M TOP AND BOTTOM
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NTS
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W 150x30, (TYP.)
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10x600X900 BEARING PLATE, (TYP.)
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END STOP, RAIL EXTENDS 150mm ABOVE STEEL FRAME, LOWEST ELEVATION FRAME ONLY
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(TYP.)
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STEEL RAIL SYSTEM
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300mm BOAT RAMP SHOT ROCK FILL
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MODIFY FRAME AS NEEDED WHEN ABUTTING ADJACENT FRAME (ABUT ADJACENT FRAME FLUSH)
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CONNECT TO ADJACENT FRAMES w/ (4) 19mm GALVANIZED BOLTS THROUGH WEB, (TYP.)
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NOT FOR CONSTRUCTION
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EDGE WARNING STRIP 25mm HIGH
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NTS
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CHAMFER EDGE 45°
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EDGE WARNING STRIP TYP. EA. PLANK
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NTS
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A
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NOTE: 3 REQUIRED
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NOTE: V-GROOVE SURFACE AND SLOPE NOT SHOWN FOR CLARITY
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19mm BOLT SHOWN FOR ILLUSTRATIVE PURPOSES, (TYP.)
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NTS
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19mm BOLT , (TYP.)
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20mm HOLE, (TYP.)
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12mm GALVANIZED STEEL CONNECTION PLATE
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PRELIMINARY
CITY OF NANAIMOT H E H A R B O U R C I T Y
A 04APR2019 GPD FOR DISCUSSION CDRCDRISSUED FOR CONSTRUCTION FOR REVIEWGPD24APR2019B
C
17JUL2019
GPD
100% DESIGN
CDR
GPD
1:100 N/A
4 404APR2019
PO# 535796
1024-003
C04 C
BRANNEN LAKEBOAT LAUNCH UPGRADE
TURNING MOVEMENTSLINES AND SIGNAGE
NANAIMO, BCCDR
LINES AND SIGNAGE PLAN
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ESTIMATED EDGE OF ASPHALT
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EXISTING SIGN
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EXISTING SIGN
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SHORELINE
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ASPHALT CURB
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FLOATS
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RAMP
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CONCRETE ABUTMENT
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GRAVEL
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NOT FOR CONSTRUCTION
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94H1535 MILDMAY & MILDMAY & COLINWOOD EL: 91.046
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Consultant:
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Date
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Reference data
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No.
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By
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Revisions
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Eng.
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Drawn by
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Approved by
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Checked by
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Design by
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Consult. Proj#
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Eng File No.
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Scale
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Horiz.
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Sheet of
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Vert.
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Title
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Project
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Seal
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#206-335 Wesley Street Nanaimo, BC V9R 2T5
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Date
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P:\PROJECTS\1024-003 BRANNEN LAKE BOAT LAUNCH\04 - DRAWINGS\1024-003 CIVIL DRAWINGS
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7.17.2019
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0
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1:100
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2
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6m
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PROPERTY LINE, (TYP.)
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EXISTING STAIRS
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600mm WIDE STOPBAR
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100mm WIDE SOLID WHITE LINE
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WHITE ARROW, (TYP.)
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DUNSTER ROAD
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BRANNEN LAKE
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100mm WIDE SOLID WHITE LINE, (TYP.)
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YELLOW "NO PARKING"
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ALL TRAFFIC KEEP LEFT SIGN
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RA-1 STOP SIGN ATTACH TO BARRIER
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NOTE: 1. REFER TO DRAWING NUMBER C01 FOR GENERAL NOTES. 2. ALL PAINT MARKINGS TO BE IN ACCORDANCE WITH THE MOST CURRENT STANDARDS CONTAINED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES IN CANADA DISTRIBUTED BY TAC. 3. ALL PAINT MARKINGS TO BE THERMOPLASTIC PAINT WITH GLASS REFLECTORIZING BEADS. 4. TURNING MOVEMENTS ARE SHOWN FOR INFORMATION ONLY. REFER TO C01, C02, AND C03 FOR CONSTRUCTION DETAILS.
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