DP 2016/14 - Attachment 18-19. Onsite Servicing and Access Road Sections

ONSITE SERVICING PLAN PHASE 2

EAGLE CREEK VILLAGE

OMICRON DEVELOPMENTS LTD.

SEWER DATA

DRAIN DATA

SEWER AND DRAIN ELEVATIONS

GENERAL NOTES

GENERAL

1. ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH THE TOWN OF VIEW ROYAL STANDARD SPECIFICATIONS AND DRAWINGS AND VIEW ROYAL SUBDIVISION AND DEVELOPMENT SERVICING BYLAW AND SPECIFIC SPECIFICATIONS AND DRAWINGS UNLESS OTHERWISE NOTED.
2. WHEN A CONFLICT BETWEEN THE SPECIFICATIONS ARISES, THE MOST STRINGENT SHALL APPLY.
3. OBTAIN A PERMIT TO CONSTRUCT WORKS ON A MUNICIPAL RIGHT OF WAY FROM THE TOWN OF VIEW ROYAL ENGINEERING DEPARTMENT 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION.
4. OBTAIN A DEMO PERMIT PRIOR TO REMOVAL OF ANY NON-CONFORMING STRUCTURES.
5. LOCATE ALL EXISTING SERVICES, CABLE AND FORTS BC 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION.
6. EXPOSE ALL EXISTING SERVICES AT CONNECTION AND CROSSING POINTS 48 HOURS PRIOR TO STARTING CONSTRUCTION ON ANY SUCH SERVICES. ENSURE ENGINEER HAS CONFIRMED THE HORIZONTAL AND VERTICAL LOCATION.
7. ALL UTILITIES TO BE UNDERGROUND.
8. WITHIN A TRENCH & UNDER OR WITHIN 1.0m OF THE EDGE OF A ROAD OR DRIVEWAY, USE PITRUN GRAVEL BACKFILL FROM THE TOP OF THE PIPE BEDDING TO THE BOTTOM OF THE ROAD, PARKING OR DRIVEWAY STRUCTURE.
9. DO NOT START ANY BACKFILL OPERATION UNTIL THE WORKS IN THE TRENCH HAVE BEEN INSPECTED BY THE ENGINEER.
10. RESTORE LANDSCAPED AND BOULEVARD AREAS ALONG HELMCKEN ROAD TO THEIR ORIGINAL CONDITION OR BETTER.
11. CLEAN TOWN OF VIEW ROYAL STREETS AND ROADWAYS (HELMCKEN RD & ADMIRALS RD) ON A DAILY BASIS.
12. COMPACT TRENCH BACKFILL, ROAD BASE AND DRIVEWAY BASE TO 95% STANDARD PROCTOR DENSITY. ENSURE THAT ADEQUATE COMPACTION TESTS ARE CARRIED OUT BY A QUALIFIED GEOTECHNICAL ENGINEER.
13. ADJUST ALL MANHOLES AND EXISTING APPURTENANCES TO MEET THE FINAL DESIGN GRADES.
14. ENSURE THAT ALL EXISTING SERVICES REMAIN USABLE DURING CONSTRUCTION AND ARE CONNECTED TO ALL NEW SERVICES. ENSURE THESE SERVICES ARE INSPECTED BY THE TOWN OF VIEW ROYAL WATER DEPARTMENT.
15. CONSTRUCT SEWER, DRAIN, WATER AND ROADS WITHIN PRIVATE PROPERTY IN ACCORDANCE WITH THE BC PLUMBING CODE AND RELEVANT BUILDING CODES. CONSTRUCT ALL SERVICES WITHIN PUBLIC LANDS IN ACCORDANCE WITH TOWNSHIP STANDARDS.
16. INSTALL APPROPRIATE SILT SCREENS TO PROTECT WATER RUNOFF DURING CONSTRUCTION.

SEWER AND DRAIN

1. SEWER AND DRAIN PIPE UP TO AND INCLUDING 150mm DIAMETER TO BE PVC SDR28 AND SDR35 FOR 200mm DIAMETER AND OVER. PIPE TO BE C.S.A. APPROVED PIPE.
2. CATCH BASIN LEADS TO BE 150mm PVC SDR35 UNLESS OTHERWISE NOTED. WHERE COVER IS LESS THAN 750mm, USE DUCTILE IRON PIPE.

WATER

1. CONSTRUCTION SHALL NOT PROCEED WITHOUT FIRST OBTAINING CRD WATER SERVICES ACCEPTANCE OF THE DRAWINGS AND, WHEN APPLICABLE, A PERMIT FROM VIHA.
2. CONTRACTOR TO ENSURE EXISTING MONUMENTS ARE NOT DISTURBED DURING CONSTRUCTION. ANY MONUMENTS IN DANGER OF BEING DISTURBED MUST BE REFERENCED BY A BCLS PRIOR TO CONSTRUCTION.
3. ALL WATERWORKS CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH CRD WATER SERVICES STANDARDS AND VIEW ROYAL SUBDIVISION AND DEVELOPMENT SERVICING BYLAW.
4. WATER MAINS TO BE DUCTILE IRON PRESSURE CLASS 250 & 350 UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS AND APPROVED BY THE C.R.D. WATER SERVICES.
5. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES RELATED TO SERVICE CONNECTIONS. THE C.R.D. WATER SERVICES SHALL BE GIVEN A MINIMUM OF 48 HOURS NOTICE TO HAVE SERVICES INSTALLED.
6. WATER MAINS TO HAVE MINIMUM 0.9 METRE COVER.
7. A MINIMUM OFFSET OF 3.0m CLEAR HORIZONTAL AND 450mm CLEAR VERTICAL SEPARATION TO BE MAINTAINED BETWEEN WATER MAINS AND ALL SANITARY SEWER AND STORM DRAIN MAINS. THE MINIMUM HORIZONTAL OFFSET MAY BE REDUCED TO 1.0m CLEAR SEPARATION WHEN THE CLEAR VERTICAL SEPARATION EXCEEDS 450mm, EXCEPT WHERE NOTED AND APPROVED BY THE C.R.D. WATER SERVICES.
8. SANITARY SEWER MAINS ARE NOT TO CROSS OVER TOP OF WATER MAINS.
9. A MINIMUM OFFSET OF 3.0m CLEAR HORIZONTAL AND 450mm CLEAR VERTICAL SEPARATION TO BE MAINTAINED BETWEEN WATER SERVICE CONNECTIONS AND ALL SANITARY SEWER AND STORM DRAIN SERVICES. THE MINIMUM HORIZONTAL OFFSET MAY BE REDUCED TO 1.0m CLEAR SEPARATION WHEN THE CLEAR VERTICAL SEPARATION EXCEEDS 450mm, EXCEPT WHERE NOTED AND APPROVED BY THE C.R.D. WATER SERVICES.
10. WHEN THE CLEAR VERTICAL SEPARATION BETWEEN A WATER MAIN AND A SEWER OR DRAIN MAIN IS LESS THAN 0.5m, BOTH PIPES SHALL BE ENCASED FOR A DISTANCE OF 3.0m EACH SIDE OF THE CROSSING.
11. ALL PIPE JOINTS LOCATED WITHIN 3.0m OF THE CROSSING ARE TO BE WRAPPED WITH CANUSA JOINT WRAP.
12. WHERE NEW CATCH BASIN LEADS DO NOT HAVE A 450mm VERTICAL SEPARATION, WRAP CB LEAD JOINTS WITH CANUSA JOINT WRAP.
13. A MINIMUM OFFSET OF 1.0m HORIZONTAL CENTER TO CENTER, AND 150mm CLEAR VERTICAL SEPARATION TO BE MAINTAINED BETWEEN WATER MAINS AND ALL GAS MAIN AND ELECTRICAL, TELEPHONE AND TELEVISION CONDUITS EXCEPT WHERE NOTED AND APPROVED BY THE C.R.D. WATER SERVICES.
14. A MINIMUM OFFSET OF 1.0m HORIZONTAL CENTER TO CENTER, AND 150mm CLEAR VERTICAL SEPARATION TO BE MAINTAINED BETWEEN WATER SERVICE CONNECTIONS AND ALL GAS MAINS AND ELECTRICAL, TELEPHONE AND TELEVISION CONDUITS EXCEPT WHERE NOTED AND APPROVED BY THE C.R.D. WATER SERVICES.
15. WATER MAINS TO BE MARKED BELOW GRADE USING A METALLIC MARKER TAPE TO BE MINIMUM 150mm WIDE, METALLIC BLUE IN COLOUR AND MARKED "CAUTION: WATER MAIN" BURIED IN TRENCH BACKFILL, 1.0m BELOW FINISHED GRADE OR AS SPECIFIED ON THE PLAN. MARKER TAPE TO BE INSTALLED ON TOP OF THE PIPE CUSHION A MINIMUM OF 300mm ABOVE THE TOP OF THE WATER MAIN PIPE. SERVICE TAPE SHOULD BE INSTALLED ON TOP OF THE SERVICE LINE.
16. SERVICE LINES AND METER BOXES TO BE INSTALLED TO FINISHED GRADE OUTSIDE THE PAVED AREA IN A LOCATION THAT IS EASILY ACCESSIBLE.
17. CONTRACTOR TO PRESSURE TEST THE WATER MAINS IN ACCORDANCE WITH A.W.W.A. STANDARDS AND AS APPROVED BY THE ENGINEER. WATER QUALITY TESTING MUST BE PERFORMED IN THE PRESENCE OF THE ENGINEER, C.R.D. WATER SERVICES AND VIHA PRIOR TO ACCEPTANCE.
18. CONTRACTOR MUST ENSURE THAT ALL TRENCH WATER MEETS ALL LOCAL MUNICIPAL AND D.F.O. REGULATIONS AND BYLAWS REGARDING DISCHARGE TO ANY DRAINAGE SYSTEM.
19. CONTRACTOR TO GIVE C.R.D. WATER SERVICES 24 HOURS NOTICE PRIOR TO PROCEEDING WITH ANY FLUSHING OR PRESSURE TESTING OF THE WATER MAINS. BACTERIOLOGICAL HEALTH TESTS SHALL BE CONDUCTED AND PROCESSED BY THE C.R.D. WATER SERVICES.
20. CONTRACTOR SHALL MAKE ALL CONNECTIONS TO EXISTING WATER MAINS AS DIRECTED BY THE WATER SERVICES REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO CRD WATER SERVICES FOR WORKS BY CRD WATER SERVICES PERSONNEL ONLY.
21. WHERE PRACTICAL, SERVICE LINES AND METER BOXES SHALL BE BUNDLED IN PAIRS AND INSTALLED AT THE COMMON PROPERTY LINES AS SHOWN ON THE CRD WATER SERVICES STANDARD DRAWING.