DRAWING INDEX

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LEGEND

STANDARD SYMBOLS

COMMUNICATIONS

• CABLE MANHOLE
• CABLE VAULT BOX
• COMMUNICATIONS MANHOLE
• COMMUNICATIONS PEDESTAL
• COMMUNICATIONS VAULT BOX

GAS

• METER
• MANHOLE
• VALVE BOX

POWER

• GUY WIRE
• JUNCTION BOX
• LAMP STANDARD
• MANHOLE
• POLE
• PULL BOX
• TRANSFORMER PAD
• TRANSFORMER VAULT MANHOLE
• TRANSFORMER
• VAULT / HYDRO BOX

ROAD

• ONE POST SIGN

SANITARY SEWER

• CLEANOUT
• DIRECTION OF FLOW ARROW
• FLUSH VALVE
• MANHOLE COMBINED
• MANHOLE
• SERVICE BOX

TOPO / MISCELLANEOUS

• MAILBOX
• SHRUB
• TREE
• TREE-CONIFEROUS
• TREE-DECIDUOUS
• UNIDENTIFIED MANHOLE
• TEST HOLE
• TEST PIT

STORM DRAINAGE

• CATCH BASIN / MANHOLE
• CATCH BASIN
• CULVERT INLET
• CULVERT OUTLET
• DITCH INLET CB
• DITCH
• DOUBLE CATCH BASIN
• HEADWALL
• LAWN BASIN, MMCD TYPE 2
• MANHOLE
• SWALE
• SERVICE BOX

SURVEY

• TEST PIT
• BORE HOLE
• HUB
• IRON PIN (FOUND)
• IRON PIN
• LEAD PLUG
• MONUMENT

WATER

• 45 DEGREE ELBOW
• 90 DEGREE ELBOW
• COUPLING
• CROSS FLANGE
• ENCASEMENT
• END CAP
• FIRE HYDRANT
• FLANGE
• FLUSH ASSEMBLY
• GATE VALVE
• MANHOLE
• METER
• REDUCER
• TEE FLANGE
• THRUST BLOCK
• VALVE BOX

LINETYPES

CABLE VISION

• CABLE SYSTEM
• FIBRE OPTIC
• OVERHEAD LINES
• UNDERGROUND DUCTS

COMMUNICATIONS / TELEPHONE

• COMMUNICATIONS LINE
• TELEPHONE (FIBRE OPTICS)
• OVERHEAD LINES
• UNDERGROUND DUCTS

NATURAL GAS / OIL

• NATURAL GAS LINES
• OIL LINE

POWER / ELECTRICAL

• OVERHEAD LINES
• POWER LINES
• UNDERGROUND DUCTS

SANITARY SEWER

• FORCEMAIN
• SANITARY LINES

STORM DRAINAGE

• STORM LINES
• CULVERT

WATER

• IRRIGATION WATER LINE
• WATER LINES
• RAW WATER LINE

SURFACE FEATURES

• TOP OF BANK
• BOTTOM OF BANK
• DRAINAGE DEPRESSION / SWALE

LOT BOUNDARIES

• EASEMENT
• RIGHT OF WAY
• STATUTORY RIGHT-OF-WAY

ROAD

• CONTROL LINE
• GRAVEL ROAD
• PAVEMENT EDGE
• CURB (ACTUAL WIDTH)

MISCELLANEOUS FEATURES

• ABANDONED PIPE
• BUILDING
• FENCE
• SILT FENCE
• EXISTING UTILITY TO BE ABANDONED, NMC
• NON-MOUNTABLE CURB, MC
• MOUNTABLE CURB, EG
• INVERT GUTTER

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TOWN OF VIEW ROYAL GENERAL NOTES

GENERAL

1. CONTRACTOR SHALL BE REGISTERED WITH WORK SAFE BC.
2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF VIEW ROYAL (TOWN) SUPPLEMENTAL SPECIFICATIONS AND THE 2019 EDITION OF THE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS (MMCD). IN THE EVENT OF A DISCREPANCY BETWEEN TOWN SPECIFICATIONS AND MMCD, THE MORE STRINGENT SHALL APPLY.
3. SEWER AND DRAIN WITHIN PRIVATE PROPERTY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE BC PLUMBING CODE AND BC BUILDING CODE.
4. A PRE-CONSTRUCTION MEETING SHALL BE HELD A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION AND SHALL INCLUDE AT A MINIMUM, THE CONTRACTOR, CONSULTING ENGINEERING, TOWN REPRESENTATIVES, CRD REPRESENTATIVE, AND UTILITY REPRESENTATIVES.
5. THE CONTRACTOR SHALL OBTAIN THE TOWN'S PERMIT TO WORK WITHIN ROAD ALLOWANCE A MINIMUM OF FIVE WORKING DAYS PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT EMERGENCY CONTACT NUMBERS TO THE TOWN'S REPRESENTATIVE AS PART OF THIS PERMIT.
6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING SERVICES BY EXPOSING THEM AT EACH CONNECTION POINT, OR AS OTHERWISE DIRECTED BY THE TOWN'S REPRESENTATIVE.
7. PRIOR TO STARTING ANY WORK, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE TO THE TOWN'S REPRESENTATIVE FOR REVIEW AND ACCEPTANCE. THE CONTRACTOR SHALL PROVIDE THE TOWN'S REPRESENTATIVE WITH AT LEAST 24 HOURS NOTICE PRIOR TO ANY PHASE OF CONSTRUCTION.
8. THE CONTRACTOR SHALL PROVIDE AN EROSION AND SEDIMENT CONTROL PLAN FOR THE WORK AREA.
9. TREE PROTECTION FENCING AND BARRIERS ARE TO BE PLACED PRIOR TO SITE DISTURBANCE. ALL TREE PROTECTION SHALL BE AS PER THE APPROVED ARBORIST REPORT AND TREE PRESERVATION PLAN.
10. THE CONTRACTOR SHALL CONTACT BC ONE CALL A MINIMUM OF THREE WORKING DAYS PRIOR TO START OF CONSTRUCTION.
11. ALL OR ANY EXISTING UNDERGROUND UTILITIES ARE NOT NECESSARILY SHOWN. EXISTING UNDERGROUND UTILITIES SHALL BE LOCATED AND ALL UTILITY COMPANIES CONTACTED, PRIOR TO INSTALLING ANY NEW UNDERGROUND SERVICES.
12. WHERE CONSTRUCTION OCCURS WITHIN OR ADJACENT TO EXISTING ROADS, THE TOWN SHALL BE CONTACTED PRIOR TO CONSTRUCTION. A TEMPORARY BUS STOP SHALL BE PROVIDED BY THE CONTRACTOR AS DIRECTED BY THE BC TRANSIT SERVICE DELIVERY MANAGER. PEDESTRIAN AND BUS ACCESS SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT CONSTRUCTION.
13. THE CONTRACTOR SHALL FOLLOW ALL CURRENT PROVINCIAL REGULATIONS FOR BLASTING AND SHALL BE FULLY RESPONSIBLE FOR PRE-BLAST SURVEYS, FOR NOTIFICATION TO NEARBY OCCUPANTS OF ALL BUILDINGS OR DWELLINGS WITHIN THE DISTANCE SPECIFIED BY THE PROVINCIAL REGULATIONS, AND FOR THE REPAIR OF ANY DAMAGE CAUSED BY BLASTING OPERATIONS. THE CONTRACTOR SHALL NOTIFY THE TOWN AT LEAST 24 HOURS PRIOR TO COMMENCING BLASTING.
14. THE CONTRACTOR SHALL NOTIFY ALL RESIDENCES AND/OR BUSINESSES AFFECTED BY THE CONSTRUCTION FIVE DAYS PRIOR TO STARTING THE CONSTRUCTION. THE CONTRACTOR SHALL EACH DAY INDIVIDUALLY NOTIFY EACH RESIDENCE OR BUSINESS WHICH WILL BE AFFECTED BY THE NEXT DAYS' WORK.
15. A COPY OF THE APPROVED DESIGN DRAWINGS AND THE ENGINEERING SPECIFICATIONS, INCLUDING THE MMCD, SHALL BE MAINTAINED BY THE CONTRACTOR AT THE PROJECT SITE AT ALL TIMES FOR THE DURATION OF CONSTRUCTION.
16. TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY THE BC TRAFFIC CONTROL MANUAL FOR WORK ON ROADWAYS AS WELL AS ALL OTHER APPLICABLE REGULATIONS OF WORKSAFE BC. VEHICULAR AND PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES.
17. CONSTRUCTION IN AND ABOUT A WATERCOURSE SHALL RECEIVE PRIOR APPROVAL FROM THE PROVINCIAL MINISTRY OF ENVIRONMENT AND/OR THE FEDERAL DEPARTMENT OF FISHERIES AND OCEANS (DFO) AND SHALL BE UNDER THE SUPERVISION OF AN ENVIRONMENTAL MONITOR IF DIRECTED BY THE TOWN'S REPRESENTATIVE.
18. ALL AREAS DISTURBED BY THE WORKS, INCLUDING PRIVATE PROPERTY, TOWN STREETS OR OTHER ROADS, SHALL BE THOROUGHLY EXCAVATED AND DISPOSED OF AS PER CRD AND TOWN BYLAWS OR AS DIRECTED BY THE TOWN'S REPRESENTATIVE.
19. ALL EXISTING TREES SHALL BE PROTECTED WITH PROTECTIVE FENCING AS PER ARBORIST REPORT. ALL WORK AROUND TREES SHALL BE UNDER THE DIRECTION OF THE PROJECT ARBORIST.
20. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING STREETS, SERVICES OR ROAD MARKINGS, INCLUDING WEAR AND TEAR BY CONSTRUCTION TRAFFIC. THE CONTRACTOR SHALL MAKE REPAIRS AT THEIR OWN COST TO THE SATISFACTION OF THE TOWN'S REPRESENTATIVE.
21. ALL EXCAVATED TRENCHES ARE TO BE BACKFILLED AND COMPACTED TO THE SATISFACTION OF THE TOWN'S REPRESENTATIVE.
22. ATTEMPTS SHALL BE MADE TO KEEP PROPERTY PRIVATE ADDRESS MARKERS OR POST OFFICE BOXES VISIBLE DURING CONSTRUCTION.
23. THE CONTRACTOR SHALL KEEP ALL OPEN TRENCHES IN THE TRAVELLED LANES SAFELY DRIVEABLE, WITH SMOOTH TRANSITIONS AND SURFACE OUTSIDE OF CONSTRUCTION HOURS. WARNING SIGNAGE SHALL BE IN PLACE AS APPLICABLE AT ALL TIMES.
24. ALL DISTURBED SURFACE FEATURES SUCH AS PAVEMENT, GRASS, CURBS, ETC. SHALL BE REPLACED BY A BC LAND SURVEYOR, AT THE CONTRACTOR'S EXPENSE.
25. UPON COMPLETION OF THE WORKS, RECORD DRAWINGS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER.
26. AFTER CONSTRUCTION, WORK AREAS AND EXISTING FEATURES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER. ALL SURPLUS OR REMOVED MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL APPLICABLE GUIDELINES AND REGULATIONS.

ROAD WORKS AND SIDEWALKS

1. ALL ROADS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE MMCD STANDARDS.
2. NEW OR REPAIRED SHOULDERS ALONG ROADWAY EDGE SHALL BE A WIDTH OF 1.2M FROM PAVEMENT, UNLESS OTHERWISE DIRECTED BY THE TOWN'S REPRESENTATIVE.
3. WHERE A TRENCH IS UNDER OR WITHIN 1.0 METERS OF THE ROADWAY OR DRIVEWAY EDGE, FULL DEPTH GRANULAR BACKFILL SHALL BE USED.
4. FOR PHASES 4-6, THE MAIN ACCESS ROAD TO THE CUL DE SAC SHALL BE 6.75m WIDE FROM GUTTER FACE TO GUTTER FACE. CATCH BASINS SHALL BE PLACED AT ALL LOW POINTS. MOUNTABLE CURB SHALL BE 150mm WIDE. NON-MOUNTABLE CURB SHALL BE 200mm WIDE.

PAVEMENT MARKING AND SIGNAGE

1. ALL PAVEMENT MARKINGS AND DIRECTION SIGNAGE SHALL BE INSTALLED AT APPLICABLE LOCATIONS. SIGN LOCATIONS SHALL BE APPROVED BY TOWN'S REPRESENTATIVE.
2. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST TAC GUIDELINES, INCLUDING THE CONTRACTOR'S CONTACT INFORMATION.
3. ALL PAVEMENT MARKINGS SHALL BE WITHIN THE VOLATILE ORGANIC COMPOUND (VOC) CONCENTRATION LIMIT AS PER ENVIRONMENT CANADA REGULATIONS.
4. PAVEMENT MARKINGS SHALL BE THERMOPLASTIC LAFRENTZ SYSTEM 300 OR APPROVED EQUIVALENT, UNLESS OTHERWISE NOTED, AND 3.0 MM IN THICKNESS.
5. BIKE LANE GREEN ANTI-SKID APPLICATIONS SHALL BE LAFRENTZ SKID RESISTANT MATERIAL OR APPROVED EQUIVALENT, GREEN COLOUR SHALL MATCH EXISTING GREEN BIKE LANES.
6. THE CONTRACTOR SHALL ENSURE THAT THE SURFACE OF THE NEW PAVEMENT IS CLEAN AND DRY PRIOR TO THE APPLICATION OF PAVEMENT MARKINGS.
7. INLAID RECESSED REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED AT A DEPTH SUCH THAT THE TOP SURFACE OF THE MARKER IS SLIGHTLY LOWER THAN FINISHED GRADE.
8. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE PERFORMED BY GRINDING OR BLASTING. EXISTING RECESSED REFLECTORS NOT LOCATED WITHIN PROPOSED PAVEMENT MARKINGS SHALL BE REMOVED AND THE ASPHALT REPAIRED TO TOWN SPECIFICATIONS.
9. SIGNS SHALL BE MOUNTED ON METAL POLES (TELSPAR OR APPROVED EQUIVALENT) AND SPACED AS DIRECTED BY THE TOWN'S REPRESENTATIVE.
10. SIGNS SHALL BE PLACED AT BACK OF SIDEWALK. NO SIGNS SHALL BE PLACED IN A SIDEWALK UNLESS APPROVED BY THE TOWN'S REPRESENTATIVE.
11. SIGNS AND PAVEMENT MARKINGS SHALL NOT BE MOUNTED ON STREET LIGHT POLES, AS APPROVED BY THE TOWN'S REPRESENTATIVE. SIGNS SHALL BE BANDED TO THE POLES, NOT DRILLED, AS PER TOWN SPECIFICATIONS.
12. FOR TRAFFIC SIGNAL SIGNAGE, SEE DRAWINGS ON ELECTRICAL PLANS.
13. BIKE SIGNS AND STENCILS SHALL FOLLOW CURRENT TAC GUIDELINES.
14. BUS STOP SIGNS AND PAVEMENT MARKING SHALL FOLLOW BC TRANSIT GUIDELINES.
15. EXISTING SIGN POSTS AND BASES CAN BE RE-USED IF BY CONFORMANCE WITH EXISTING SPECIFICATIONS, OR AS APPROVED BY TOWN'S REPRESENTATIVE.

SANITARY SEWER

1. THE CONTRACTOR SHALL CONFIRM THE LOCATION AND INVERTS OF EXISTING SANITARY SEWER CONNECTIONS PRIOR TO CONSTRUCTION.
2. ALL SANITARY SEWER MANHOLE LIDS SHALL BE STAMPED "SANITARY SEWER".
3. FOR EXISTING PIPES OR SERVICE CONNECTIONS THAT ARE TO BE ABANDONED, THE CONTRACTOR SHALL CAP ENDS AND FILL WITH CDF OR APPROVED ALTERNATE, AS DIRECTED BY THE TOWN'S REPRESENTATIVE. EVIDENCE OF THIS (SUCH AS PHOTOGRAPHS) SHALL BE PROVIDED TO THE TOWN'S REPRESENTATIVE PRIOR TO BACKFILLING. ABANDONED SEWER LINES SHALL BE NOTED ON THE AS-CONSTRUCTED DRAWINGS.
4. ALL SEWER TO BE SDR35 RATED PIPES.
5. SANITARY SERVICE CONNECTIONS TO BE 100 mm DIAMETER UNLESS OTHERWISE NOTED.

STORM DRAINS

1. THE CONTRACTOR SHALL COMPLETE AND SUBMIT THE TOWN'S APPLICATION FOR DRAINAGE CONNECTION DOCUMENT FOR ALL REQUIRED STORM DRAIN CONNECTIONS TO THE TOWN'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. THE CONTRACTOR SHALL CONFIRM THE LOCATION AND INVERTS OF EXISTING STORM DRAIN CONNECTIONS PRIOR TO CONSTRUCTION.
3. SILTATION CONTROL TO THE ACCEPTANCE OF THE TOWN'S REPRESENTATIVE SHALL BE USED AT ALL DRAINAGE OUTLETS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. CATCH BASINS SHALL BE CLEANED ON A REGULAR BASIS THROUGHOUT CONSTRUCTION.
4. CATCH BASIN RIM ELEVATIONS GIVEN ARE THE ELEVATION OF THE SURFACE INLET.
5. THE LEAD SHALL EXTEND INTO THE CATCH BASIN SUCH THAT A 90 DEGREE ELBOW, REMOVABLE FOR CLEANING AND WITH AIR HOLES, CAN BE ATTACHED.
6. ALL STORM DRAIN MANHOLE LIDS SHALL BE STAMPED "STORM DRAIN".
7. MANUFACTURED WYES SHALL BE USED ON STORM DRAIN PIPE UNDER 450MM DIAMETER.
8. STORM DRAIN CONNECTIONS SHALL BE CONSTRUCTED WITH SEALED JOINTS UNLESS OTHERWISE SPECIFIED ON THE DESIGN DRAWINGS.
9. ALL DRAIN TO BE SDR35 RATED PIPE, CONCRETE TO BE CLASS B.
10. STORM SERVICE CONNECTION TO BE 100 mm DIAMETER UNLESS OTHERWISE NOTED.

CRD WATER SERVICES STANDARD NOTES

1. ALL WATERWORKS CONSTRUCTION MATERIAL SHALL BE IN ACCORDANCE WITH CRD WATER SERVICES ENGINEERING SPECIFICATIONS AND STANDARD DRAWINGS UNLESS NOTED OTHERWISE.
2. WATERMAINS SHALL BE DUCTILE IRON CL 52 OR PVC AWWA C900 TO AWWA C151; PVC DR18 TO AWWA C900 OR AWWA C905; OR HDPE DR11 TO AWWA C906. CROSS LINKED POLYETHYLENE (PEX) TO AWWA C904 AND CSA B137.5, OR OTHER MATERIAL APPROVED IN ADVANCE, ON A CASE BY CASE BASIS BY CRD WATER SERVICES.
3. PROVIDE MINIMUM 0.9M COVER FOR WATERMAINS.
4. MARK WATERMAINS BELOW GRADE USING A METALLIC REINFORCED UNIFORMED DETECTABLE RE-BOARD DETECTABLE MARKING TAPE AS PER CRD SPECIFICATIONS.
5. MAINTAIN A MINIMUM OF 3M HORIZONTAL CLEAR SEPARATION AND 450MM VERTICAL SEPARATION BETWEEN WATERMAINS AND ALL SANITARY SEWER/SERVICES AND DRAIN SEWER/SERVICES EXCEPT WHERE NOTED AND APPROVED BY CRD WATER SERVICES. SANITARY SEWER MAINS SHALL NOT CROSS OVER WATERMAINS. FOR A SANITARY FORCEMAIN, WHERE THE ABOVE-NOTED SEPARATIONS CANNOT BE ACHIEVED, THE FORCEMAIN SHALL BE GASKETED PRESSURE RATED PIPE WITH A MINIMUM DR (DIMENSION RATIO) OF 26 OR HDPE MINIMUM DR17.
6. FOR CROSSING OF EXISTING SEWERS, WHERE THE WATERMAIN DOES NOT HAVE THE REQUIRED 450MM VERTICAL SEPARATION, WRAP THE WATERMAIN JOINTS WITH PETROLATUM TAPE 3M EITHER SIDE OF THE WATERMAIN, WHERE VERTICAL SEPARATION OF 150MM CANNOT BE ACHIEVED THROUGH CONVENTIONAL CROSSINGS, AS APPROVED BY CRD WATER SERVICES.
7. WHERE WATERMAIN LEADS DO NOT HAVE 450MM VERTICAL SEPARATION, WRAP JOINTS WITH PETROLATUM TAPE.
8. MAINTAIN A MINIMUM OF 1.2M HORIZONTAL CENTER TO CENTER AND 150MM CLEAR VERTICAL SEPARATION BETWEEN WATER SERVICES AND ELECTRIC, GAS, AND TELEPHONE SERVICES EXCEPT WHERE NOTED AND APPROVED BY CRD WATER SERVICES.
9. MAINTAIN A MINIMUM OF 1.2M HORIZONTAL CENTER TO CENTER AND 150MM CLEAR VERTICAL SEPARATION BETWEEN WATERMAINS AND ELECTRICAL CONDUITS.
10. CONTRACTOR SHALL CONDUCT PRESSURE TEST IN ACCORDANCE WITH CRD WATER SERVICES ENGINEERING SPECIFICATIONS AND IN THE PRESENCE OF THE ENGINEER.
11. THE CONTRACTOR SHALL FLUSH AND DISINFECT WATERMAINS IN ACCORDANCE WITH AWWA STANDARDS AND AS APPROVED BY CRD WATER SERVICES. FLUSHING AND DISINFECTION SHALL BE SAMPLED BY AN AGENCY QUALIFIED TO TAKE AND TEST SAMPLES FOR DRINKING WATER AT THE CONTRACTOR'S EXPENSE, PROVIDE 24 HOURS NOTICE TO THE CRD PRIOR TO SAMPLING.
12. NEUTRALIZE CHLORINE SOLUTION IN ACCORDANCE WITH MINISTRY OF ENVIRONMENT AND FISHERIES AND OCEANS CANADA REGULATIONS PRIOR TO DISCHARGE TO ANY DRAINAGE COURSE OR SYSTEM.
13. ALL VALVES, HYDRANTS, AND SERVICE BOXES SHALL BE INSTALLED TO FINISHED GRADE, OUTSIDE OF DRIVEWAYS OR PAVED AREAS. WHERE INSTALLATION IN PAVED AREAS IS UNAVOIDABLE, THE CAST IRON CAP SHALL BE INSTALLED FLUSH. IN NO CASE SHALL THE CONTRACTOR USE THE WATER SUPPLY FROM PRIVATE PROPERTY, OTHER THAN THE PROPERTY THAT IS BEING DEVELOPED.
14. STAINLESS STEEL OR COPPER TUBING SHALL BE USED FOR ALL WATER METERS UNLESS OTHERWISE SPECIFIED. SEE CRD WATER SERVICES STANDARD DRAWINGS FOR DETAILS, SUBMIT SHOP DRAWINGS OF METER, FITTINGS, AND PIPING FOR REVIEW. SUBMIT HEADLOSS CURVES FOR ALL METERS.
15. NO WATER SERVICES TO BE USED IN ALL TRAVELLED AREAS.
16. DOMESTIC SERVICE CONNECTIONS TO BE SIZE UP BETWEEN METER AND BUILDING FOR DUPLEX BLOCKS. SEE MECHANICAL DRAWINGS FOR SIZING AND CONNECTION DETAILS.
17. BACKFLOW PREVENTERS TO BE INSTALLED BY OTHERS WITHIN BUILDING.
18. STAINLESS STEEL PIPE STIFFENER TO BE USED AT ALL PE PIPE CONNECTIONS. PIPE INSERT TO BE MUELLER PRODUCT NUMBER 506141, 504281 OR APPROVED EQUAL. ALL SERVICE CONNECTIONS FROM PE PIPE TO USE COMPRESSION TYPE BRASS TEES CONFORMING TO AWWA C800. SUBMIT SHOP DRAWINGS FOR REVIEW.

POWER, TELECOMMUNICATIONS AND GAS

1. THE CONTRACTOR SHALL CONSTRUCT UNDERGROUND BC HYDRO, TELECOMMUNICATIONS UTILITIES, AND FORTIS BC IN ACCORDANCE WITH THE APPLICABLE UTILITY COMPANY'S CURRENT SPECIFICATIONS.
2. THE CONTRACTOR SHALL CONTACT BC HYDRO AND TELECOMMUNICATIONS UTILITIES TO INSTALL RISERS ON EXISTING JUNCTION BOXES TO BRING LID ELEVATIONS FLUSH TO GRADE.
3. CONNECTION TO, OR ALTERATION OF, EXISTING TOWN OF VIEW ROYAL OWNED UTILITIES REQUIRES AUTHORIZATION BY THE TOWN'S REPRESENTATIVE.
4. ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND SHALL BE CONFIRMED BY THE USE OF A PIPE LOCATOR AND/OR HAND DIGGING. ALL OR ANY STRUCTURES NOT NECESSARILY SHOWN.
5. SEE PRIMARY ENGINEERING DESIGN FOR POWER, COMMUNICATION AND STREETLIGHTING DETAILS.

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SITE PLAN

Drawing No: 2253-00-C-101

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SERVICING PLAN AND PROFILE

Drawing No: 2253-00-C-201

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GRADING PLAN

Drawing No: 2253-00-C-301

Grading Legend and Notes

• G=49.40: GARAGE ELEVATION
• ROAD CENTERLINE FINISHED GRADE
• FINISHED GRADE
• DESIGN SUBGRADE/PAD ELEVATION
• ORIGINAL GROUND
• WALL HEIGHT (FILL)
• SIDE YARD WALL HEIGHT

Rear Yard Walkout Types

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TYPICAL SECTIONS

Drawing No: 2253-00-C-302

The following cross-sections illustrate typical road and lot grading profiles:

• 1 TYPICAL SECTION A-A:

  

• 2 TYPICAL SECTION B-B:

  

• 3 TYPICAL SECTION C-C:

  

• 4 TYPICAL SECTION D-D:

  

• 5 TYPICAL SECTION E-E:

  

• 6 TYPICAL SECTION F-F:

  

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DETAILS

Drawing No: 2253-00-C-501

1 DETAIL: ROAD 'A' CROSS SECTION (TYP) (NTS)

2 DETAIL: TYPICAL TRENCH DETAIL (NTS)

3 DETAIL: TYPICAL TRANSITION NON-MOUNTABLE TO MOUNTABLE CURB (NTS)

4 DETAIL: CULDESAC GRADING DETAIL (Scale 1:100)