WESTBROOK CONSULTING LTD - 2018-07-13 01:48PM D:\PROJECTS\3213_Sooke River Road Drainage\321301.dwg2018-07-13 01:48PM D:\PROJECTS\3213_Sooke River Road Drainage\321301.dwg D:\PROJECTS\3213_Sooke River Road Drainage\321301.dwgD:\PROJECTS\3213_Sooke River Road Drainage\321301.dwg
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WESTBROOK PROJECT No.
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GOVERNING AUTHORITY FILE No.
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WESTBROOK DRAWING No.
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SEAL
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SOOKE RIVER RD DRAINAGE
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DISTRICT OF SOOKE
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ROCK SWALE / CULVERTS
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PLAN AND PROFILE
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GENERAL NOTES AND KEYPLAN
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TK
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WR
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JULY 2018
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1:250
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1:50
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321301
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1
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5
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3213
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REVISIONS
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DESCRIPTION
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DATE
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SIGN
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ASPHALT
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BUSHLINE
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EDGE PAVE.
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TREE
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HEADWALL
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CULVERT
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DRAIN
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DITCH/SWALE
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SEWER
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WATER
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D
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S
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W
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GAS
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ANCHOR
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G
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COBRA/DAVIT LIGHT
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POWER POLE
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UNDERGROUND UTL.
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ROAD SIGN
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CATCHBASIN
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CLEANOUT
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MANHOLE
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LEGEND - Proposed services shown bold
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METER
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REDUCER
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VALVE
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HYDRANT
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LOT PIN
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ORNAMENTAL STREETLIGHT
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NON-MTBLE CURB
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NMC
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THE LOCATION AND ELEVATION OF EXISTING UNDERGROUND SERVICES ON THIS DRAWING MAY NOT BE ACCURATE OR COMPLETE. THE ACTUAL HORIZONTAL AND VERTICAL LOCATIONS MUST BE CONFIRMED BY UTILITY COMPANIES AND THE CONTRACTOR PRIOR TO THE START OF ANY EXCAVATION
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MOUNTABLE CURB
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MC
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FC
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BARRIER CURB
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BC
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IG
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CONCRETE
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GRAVEL
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LOT 1 PLAN 34146 3098 SOOKE RIVER ROAD
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LOT 1 PLAN 34146 3098 SOOKE RIVER ROAD
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SOOKE RIVER ROAD
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SOOKE RIVER
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* NOTE: NOTE: NORTH ARROW AND LEGAL ASSUMED.
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GENERAL NOTES ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH MMCD, PLATINUM EDITION, AND THE DISTRICT OF SOOKE STANDARD SPECIFICATIONS AND DRAWINGS UNLESS OTHERWISE NOTED. WHEN A CONFLICT BETWEEN THE SPECIFICATIONS ARISES, THE MOST STRINGENT SHALL APPLY. OBTAIN A PERMIT TO CONSTRUCT WORKS ON A MUNICIPAL RIGHT OF WAY FROM THE DISTRICT OF SOOKE ENGINEERING DEPARTMENT TWO WORKING DAYS PRIOR TO THE START OF ANY CONSTRUCTION. OBTAIN A DEMO PERMIT PRIOR TO REMOVAL OF ANY NON-CONFORMING STRUCTURES. CONTACT BC HYDRO, TELUS, SHAW CABLE AND FORTISBC GAS TWO WORKING DAYS PRIOR TO THE START OF ANY EXCAVATION. EXPOSE ALL EXISTING SERVICES AT CONNECTION AND CROSSING POINTS TWO WORKING DAYS PRIOR STARTING CONSTRUCTION ON ANY SUCH SERVICES. ENSURE ENGINEER HAS CONFIRMED THE HORIZONTAL AND VERTICAL LOCATION. BED ALL PIPE USING CLASS 'B' BEDDING. WHERE A TRENCH IS UNDER OR WITHIN 1.0m OF THE EDGE OF A ROAD OR DRIVEWAY, USE PIT RUN GRAVEL BACKFILL FROM THE TOP OF THE PIPE BEDDING TO THE TOP OF THE ROAD, PARKING OR DRIVEWAY SUBGRADE. DO NOT START ANY BACKFILL OPERATION UNTIL THE WORKS HAVE BEEN INSPECTED BY THE ENGINEER. AFTER CONSTRUCTION, RESTORE WORK AREAS AND ALL EXISTING FEATURES TO THEIR ORIGINAL CONDITION OR BETTER. MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS ALONG SOOKE RIVER ROAD DURING CONSTRUCTION. COMPACT TRENCH BACKFILL, ROAD BASE AND DRIVEWAY BASE TO 95% MODIFIED PROCTOR DENSITY. ADJUST ALL PROPOSED AND EXISTING APPURTENANCES TO MEET THE FINAL DESIGN GRADES. SEWER AND DRAIN DRAIN PIPE UP TO AND INCLUDING 150mm DIAMETER TO BE PVC DR28 AND DR35 FOR 200mm DIAMETER AND OVER. PIPE TO BE C.S.A. APPROVED PVC. CONTRACTOR TO RECORD THE LOCATION, ELEVATION, PIPE MATERIAL AND SIZE FOR THE AS CONSTRUCTED DRAWINGS. VIDEO INSPECT ALL INSTALLED STORM DRAIN MAINS ON PUBLIC AND PRIVATE PROPERTY CRD WATER SERVICES WATER MAIN NOTES CONSTRUCTION SHALL NOT PROCEED WITHOUT FIRST OBTAINING CRD WATER SERVICES ACCEPTANCE OF THE DESIGN DRAWINGS AND A CONSTRUCTION PERMIT FROM VIHA. CONTRACTOR SHALL BE REGISTERED WITH WORK SAFE BC. MAINTAIN A MINIMUM OF 3.0m HORIZONTAL CLEAR SEPARATION AND 450mm CLEAR VERTICAL SEPARATION BETWEEN WATER MAINS AND ALL STORM DRAINS EXCEPT WHERE NOTED AND APPROVED BY CRD WATER SERVICES. FOR CROSSING OF EXISTING SEWERS, WHERE THE WATER MAIN DOES NOT HAVE THE REQUIRED 450mm VERTICAL SEPARATION, WRAP WATER MAIN JOINTS WITH CANUS JOINT WRAP 3M EITHER SIDE OF THE WATER MAIN. WHERE A VERTICAL SEPARATION OF 150mm CANNOT BE ACHIEVED, SPECIAL MITIGATIVE MEASURES SHALL BE APPROVED BY CRD WATER SERVICES. ROAD CONSTRUCT ALL ROADWAYS IN ACCORDANCE WITH THE DISTRICT OF SOOKE STANDARD SPECIFICATIONS AND AS SHOWN ON THE TYPICAL SECTION AND DETAIL DRAWINGS. CONTRACTOR TO ENSURE EXISTING MONUMENTS ARE NOT DISTURBED DURING CONSTRUCTION. ANY MONUMENTS IN DANGER OF DISTURBANCE ARE TO BE REFERENCED BY AND, IF DISTURBED, BE REPLACED BY A B.C.L.S. AT THE CONTRACTOR'S EXPENSE.
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LOCATION PLAN
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N.T.S.
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PHILLIPS ROAD
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SOOKE RIVER ROAD
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GALLOPING GOOSE TRAIL
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3098
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3098
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3130
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3131
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3088
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3069
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3075
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SOOKE RIVER
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2895
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2990
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2980
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3059
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3057
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3053
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PROPOSED WORKS OF LOT 1, PLAN 34146, OTTER DISTRICT
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SITE
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150mm CLASS 25 RIP RAP
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IMPERMEABLE MEMBRANE
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150mm MINUS CLEAN CRUSHED ROCK BASE
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MEDIUM NON-WOVEN POLYESTER GEOTEXTILE WITH MINIMUM 400mm LAPS
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ROCK SWALE TYPICAL SECTION N.T.S.
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MATCH TO EXISTING
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LOT 1 PLAN 3716 3088 SOOKE RIVER ROAD
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MORTARED ROCK HEADWALL
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CONCRETE HEADWALL AND TRASH RACK
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HWL 1
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HWL 5
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HWL 2
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HWL 3
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HWL 4
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HWL 6
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ROCK SWALE
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ROCK SWALE AS PER DETAIL THIS SHEET
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PROVIDE 4.0m RIGHT OF WAY IN FAVOR OF THE DISTRICT OF SOOKE
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450 ULTRARIB CULVERT
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TREE TO BE REMOVED (TYPICAL)
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GRAVEL DRIVEWAY
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EXISTING GRAVEL DRIVEWAY TO BE RAISED. SEE SHEET 3 FOR PLAN AND PROFILE
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EXISTING DIRT DRIVEWAY TO BE RAISED. SEE SHEET 3 FOR PLAN AND PROFILE
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NOTE: LEGAL PLAN IS ASSUMED AND HAS NOT BEEN CONFIRMED BY A LEGAL SURVEYOR. CONFIRMATION OF LEGAL LINES WILL BE REQUIRED BY A BCLS PRIOR TO CONSTRUCTION.
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TYPE 2 LANGLEY CONCRETE HEADWALL
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TYPE 2 LANGLEY CONCRETE HEADWALL
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D 450 ULTRA RIB
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EX W 600 PRESSURE CLASS 350 THRUSTLOCK
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PRECAST CONCRETE LOW BARRIER - 460mm CLB-E+H AS PER BC MOT DWG SP941 (FROM STA 10+25.81 TO STA 10+35.83)
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TO BE CONSTRUCTED BETWEEN JUNE 15 TO SEPTEMBER 15
#115 - 866 Goldstream Ave., Victoria, BC V9B 0J3
Telephone: 250-391-8592 Facsimile: 250-391-8593
WESTBROOK
Consulting Ltd.
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EX 600 PRESSURE CLASS 350 THRUSTLOCK WATERMAIN
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EXISTING GROUND
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EX 600 PRESSURE CLASS 350 THRUSTLOCK WATERMAIN
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PROPOSED GROUND AT DITCH CENTERLINE
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MATCH TO EXISTING DITCH 5H:1V SLOPE (TYPICAL BOTH SIDES)
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3x300 DI DRAIN CULVERTSAND CONCRETE HEADWALL
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WESTBROOK CONSULTING LTD - 2018-07-13 01:49PM D:\PROJECTS\3213_Sooke River Road Drainage\321302.dwg2018-07-13 01:49PM D:\PROJECTS\3213_Sooke River Road Drainage\321302.dwg D:\PROJECTS\3213_Sooke River Road Drainage\321302.dwgD:\PROJECTS\3213_Sooke River Road Drainage\321302.dwg
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WESTBROOK PROJECT No.
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GOVERNING AUTHORITY FILE No.
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WESTBROOK DRAWING No.
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SEAL
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SOOKE RIVER RD DRAINAGE
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DISTRICT OF SOOKE
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SOOKE RIVER ROAD DITCH
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PLAN AND PROFILE
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TK
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WR
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JULY 2018
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1:250
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1:50
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321302
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2
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5
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3213
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REVISIONS
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No.
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DESCRIPTION
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DATE
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SIGN
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ASPHALT
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BUSHLINE
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EDGE PAVE.
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TREE
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HEADWALL
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CULVERT
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DRAIN
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DITCH/SWALE
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SEWER
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WATER
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D
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S
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GAS
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ANCHOR
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G
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COBRA/DAVIT LIGHT
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POWER POLE
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UNDERGROUND UTL.
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ROAD SIGN
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CATCHBASIN
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CLEANOUT
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MANHOLE
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LEGEND - Proposed services shown bold
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METER
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REDUCER
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VALVE
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HYDRANT
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LEAD PLUG
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MONUMENT
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LOT PIN
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H/T/C
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ORNAMENTAL STREETLIGHT
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NON-MTBLE CURB
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NMC
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THE LOCATION AND ELEVATION OF EXISTING UNDERGROUND SERVICES ON THIS DRAWING MAY NOT BE ACCURATE OR COMPLETE. THE ACTUAL HORIZONTAL AND VERTICAL LOCATIONS MUST BE CONFIRMED BY UTILITY COMPANIES AND THE CONTRACTOR PRIOR TO THE START OF ANY EXCAVATION
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MOUNTABLE CURB
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MC
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FLAT CURB
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FC
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BARRIER CURB
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BC
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INVERT GUTTER
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IG
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CONCRETE
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GRAVEL
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BRICK
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FLUSH
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LOT 1 PLAN 34146 3098 SOOKE RIVER ROAD
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LOT 2 PLAN 4062 LOT BOUNDARIES 1-2.5K, 01349000000000016136000
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LOT A PLAN EPP53114 3130 SOOKE RIVER ROAD
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LOT 1 PLAN 34146 3098 SOOKE RIVER ROAD
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LOT C PLAN 3339 3131 SOOKE RIVER ROAD
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SOOKE RIVER ROAD
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* NOTE: NOTE: NORTH ARROW AND LEGAL ASSUMED.
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EX 600 PRESSURE CLASS 350 THRUSTLOCK WATERMAIN
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SOOKE RIVER ROAD
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EX DITCH
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EXISTING BOTTOM OF BANK
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DITCH
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HWL 1
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EXISTING ROCKWALL
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PROPOSED DITCH ALIGNMENT
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3X 300 DI DR35
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REMOVE AND RECONSTRUCT ROCK WALL AS REQUIRED UNDER DIRECTION OF GEOTECHNICAL ENGINEER
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CONCRETE HEADWALL
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PRECAST CONCRETE LOW BARRIER - 460mm CLB-E+H AS PER BC MOT DWG SP941 (FROM STA 10+25.81 TO STA 10+35.83)
#115 - 866 Goldstream Ave., Victoria, BC V9B 0J3
Telephone: 250-391-8592 Facsimile: 250-391-8593
WESTBROOK
Consulting Ltd.
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EXISTING GROUND AT DRIVEWAY CENTERLINE
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PROPOSED GROUND AT CENTERLINE
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450 ULTRA RIB
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EXISTING GROUND
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FILL WITH NATIVE MATERIAL TO RAISE DIRT DRIVEWAY
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3x300 DI DRAIN CULVERTS
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WESTBROOK CONSULTING LTD - 2018-07-13 01:49PM D:\PROJECTS\3213_Sooke River Road Drainage\321303.dwg2018-07-13 01:49PM D:\PROJECTS\3213_Sooke River Road Drainage\321303.dwg D:\PROJECTS\3213_Sooke River Road Drainage\321303.dwgD:\PROJECTS\3213_Sooke River Road Drainage\321303.dwg
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WESTBROOK PROJECT No.
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WESTBROOK DRAWING No.
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SEAL
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SOOKE RIVER RD DRAINAGE
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DISTRICT OF SOOKE
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GRAVEL DRIVEWAY & DIRT DRIVEWAY
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PLANS AND PROFILES
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TK
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WR
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JULY 2018
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1:50
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321303
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3
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5
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3213
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DESCRIPTION
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DATE
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SIGN
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ASPHALT
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BUSHLINE
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EDGE PAVE.
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TREE
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HEADWALL
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CULVERT
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DRAIN
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DITCH/SWALE
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SEWER
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WATER
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D
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S
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W
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GAS
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ANCHOR
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G
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COBRA/DAVIT LIGHT
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POWER POLE
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UNDERGROUND UTL.
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ROAD SIGN
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CATCHBASIN
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CLEANOUT
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MANHOLE
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LEGEND - Proposed services shown bold
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METER
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REDUCER
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VALVE
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HYDRANT
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LEAD PLUG
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MONUMENT
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LOT PIN
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H/T/C
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ORNAMENTAL STREETLIGHT
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NON-MTBLE CURB
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NMC
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THE LOCATION AND ELEVATION OF EXISTING UNDERGROUND SERVICES ON THIS DRAWING MAY NOT BE ACCURATE OR COMPLETE. THE ACTUAL HORIZONTAL AND VERTICAL LOCATIONS MUST BE CONFIRMED BY UTILITY COMPANIES AND THE CONTRACTOR PRIOR TO THE START OF ANY EXCAVATION
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MOUNTABLE CURB
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MC
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FLAT CURB
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FC
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BARRIER CURB
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BC
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INVERT GUTTER
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IG
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CONCRETE
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GRAVEL
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BRICK
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FLUSH
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SOOKE RIVER ROAD
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EX 600 PRESSURE CLASS 350 THRUSTLOCK WATERMAIN
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EX EP
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EX EP
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GRAVEL DRIVEWAY
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GRAVEL DRIVEWAY
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GRAVEL DRIVEWAY
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GRAVEL DRIVEWAY
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SOOKE RIVER ROAD
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EX 600 PRESSURE CLASS 350 THRUSTLOCK WATERMAIN
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EX EP
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75mm TO 100mm OF 25mm CRUSHED GRAVEL
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250mm OF 75mm PIT RUN GRAVEL
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SUB-BASE APPROVED BY A GEOTECHNICAL ENGINEER
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GRAVEL DRIVEWAY SECTION SCALE - NTS
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CONCRETE "NO POST" BARRIER c/w WA-36R SIGN
#115 - 866 Goldstream Ave., Victoria, BC V9B 0J3
Telephone: 250-391-8592 Facsimile: 250-391-8593
WESTBROOK
Consulting Ltd.
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450 ULTRA RIB
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EXISTING GROUND
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DRAIN TRENCH
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MATCH TO EXISTING
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GRAVEL DRIVEWAY
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EXISTING GROUND
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EXISTING GROUND
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CRUSHED ROCK BASEE
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ROCK SWALE
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WESTBROOK CONSULTING LTD - 2018-07-13 01:49PM D:\PROJECTS\3213_Sooke River Road Drainage\321304.dwg2018-07-13 01:49PM D:\PROJECTS\3213_Sooke River Road Drainage\321304.dwg D:\PROJECTS\3213_Sooke River Road Drainage\321304.dwgD:\PROJECTS\3213_Sooke River Road Drainage\321304.dwg
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WESTBROOK PROJECT No.
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GOVERNING AUTHORITY FILE No.
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WESTBROOK DRAWING No.
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SEAL
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SOOKE RIVER RD DRAINAGE
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DISTRICT OF SOOKE
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DRAIN
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CROSS SECTIONS
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TK
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WR
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321304
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BUSHLINE
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EDGE PAVE.
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TREE
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HEADWALL
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CULVERT
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DRAIN
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SEWER
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WATER
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D
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W
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GAS
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ANCHOR
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G
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COBRA/DAVIT LIGHT
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POWER POLE
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UNDERGROUND UTL.
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ROAD SIGN
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CATCHBASIN
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CLEANOUT
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MANHOLE
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LEGEND - Proposed services shown bold
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METER
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REDUCER
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VALVE
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HYDRANT
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LEAD PLUG
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MONUMENT
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LOT PIN
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H/T/C
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ORNAMENTAL STREETLIGHT
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NON-MTBLE CURB
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NMC
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THE LOCATION AND ELEVATION OF EXISTING UNDERGROUND SERVICES ON THIS DRAWING MAY NOT BE ACCURATE OR COMPLETE. THE ACTUAL HORIZONTAL AND VERTICAL LOCATIONS MUST BE CONFIRMED BY UTILITY COMPANIES AND THE CONTRACTOR PRIOR TO THE START OF ANY EXCAVATION
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MOUNTABLE CURB
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MC
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FLAT CURB
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FC
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BARRIER CURB
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BC
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INVERT GUTTER
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IG
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CONCRETE
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GRAVEL
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BRICK
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FLUSH
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#115 - 866 Goldstream Ave., Victoria, BC V9B 0J3
Telephone: 250-391-8592 Facsimile: 250-391-8593
WESTBROOK
Consulting Ltd.
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EXISTING 600 WATERMAIN
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EXISTING BOULDER RETAINING WALL
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EXISTING GROUND
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RELOCATED RETAINING WALL
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RELOCATE BOULDER RETAINING WALL UNDER SUPERVISION OF GEOTECHNICAL ENGINEER
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WESTBROOK CONSULTING LTD - 2018-07-13 01:49PM D:\PROJECTS\3213_Sooke River Road Drainage\321305.dwg2018-07-13 01:49PM D:\PROJECTS\3213_Sooke River Road Drainage\321305.dwg D:\PROJECTS\3213_Sooke River Road Drainage\321305.dwgD:\PROJECTS\3213_Sooke River Road Drainage\321305.dwg
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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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PROJECT
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DRAWN
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DESIGNED
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DATE
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CHECKED
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SCALE
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ELEV.
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B.M.
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Horz.
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Vert.
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REV.
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OF
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SHEET
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WESTBROOK PROJECT No.
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GOVERNING AUTHORITY FILE No.
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WESTBROOK DRAWING No.
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SEAL
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SOOKE RIVER RD DRAINAGE
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DISTRICT OF SOOKE
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SOOKE RIVER ROAD
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CROSS SECTIONS
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TK
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WR
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JULY 2018
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1:250
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1:50
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321305
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5
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5
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3213
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REVISIONS
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No.
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DESCRIPTION
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DATE
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SIGN
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ASPHALT
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BUSHLINE
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EDGE PAVE.
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TREE
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HEADWALL
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CULVERT
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DRAIN
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DITCH/SWALE
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SEWER
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WATER
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D
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S
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W
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GAS
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ANCHOR
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G
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COBRA/DAVIT LIGHT
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POWER POLE
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UNDERGROUND UTL.
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ROAD SIGN
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CATCHBASIN
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CLEANOUT
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MANHOLE
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LEGEND - Proposed services shown bold
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METER
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REDUCER
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VALVE
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HYDRANT
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LEAD PLUG
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MONUMENT
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LOT PIN
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H/T/C
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ORNAMENTAL STREETLIGHT
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NON-MTBLE CURB
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NMC
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THE LOCATION AND ELEVATION OF EXISTING UNDERGROUND SERVICES ON THIS DRAWING MAY NOT BE ACCURATE OR COMPLETE. THE ACTUAL HORIZONTAL AND VERTICAL LOCATIONS MUST BE CONFIRMED BY UTILITY COMPANIES AND THE CONTRACTOR PRIOR TO THE START OF ANY EXCAVATION
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MOUNTABLE CURB
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MC
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FLAT CURB
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FC
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BARRIER CURB
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BC
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INVERT GUTTER
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IG
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CONCRETE
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GRAVEL
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BRICK
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FLUSH
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ROCK SWALE NORTH OF EXISTING ROCK WALL TYPICAL SECTION N.T.S.
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ROCK SWALE ALONG ROCK WALL TYPICAL SECTION N.T.S.
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250mm OF 75mm CLEAN CLEAR CRUSHED ROCK BASE
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250mm OF 75mm CLEAN CLEAR CRUSHED ROCK BASE
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SLOPE TO ROCKWALL
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3
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1
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1
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1
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SLOPE TO EXISTING
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3
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1
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1
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1
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ROCK RETAINING WALL
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SLOPE TO EXISTING
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PRECAST CONCRETE LOW BARRIER - 460mm CLB-E+H AS PER BC MOT DWG SP941 (FROM STA 10+25.81 TO STA 10+35.83)
