Schedule D - Supplementary Detail Drawings

SUPPLEMENTARY DETAIL DRAWINGS

JULY, 2016

SUPPLEMENTARY DETAIL DRAWINGS

This schedule contains supplementary detail drawings to be applied in conjunction with the Standard Detail Drawings of the Master Municipal Construction Documents, dated 2009, both of which shall apply to all Works and Services constructed within the Town of View Royal.

Supplementary Detail Drawings contained within this Schedule supplement or supersede the Master Municipal Construction Document (MMCD). Where the Town of View Royal Supplementary Detail Drawings are in conflict with the MMCD, the Town of View Royal Supplementary Detail Drawings shall take precedence.

Drawing numbers in the Town of View Royal Supplementary Detail Drawings coincide with the MMCD numbering protocol.

Table of Contents

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

TREE PROTECTION DETAIL

NOTES:

1. INSTALL TREE PROTECTION BARRIER BEFORE SITE CLEARING AND INITIATION OF CONSTRUCTION. FENCING MUST BE REVIEWED BY THE TOWN'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
2. TREE PROTECTION BARRIER SHALL BE MAINTAINED DURING CLEARING AND SITE CONSTRUCTION AND SHALL BE REMOVED WITHIN 2 WEEKS OF PROJECT COMPLETION.
3. KEEP AREA WITHIN OR AGAINST PROTECTION BARRIER CLEAR OF BUILDING MATERIALS, LITTER AND STANDING WATER.
4. UNDERGROUND SERVICES, DRAINAGE PIPES, SWALES OR GRADING SHALL NOT CAUSE GRADES TO CHANGE WITHIN THE TREE PROTECTION AREA. APPROVAL BY THE TOWN'S REPRESENTATIVE SHALL BE REQUIRED FOR ALL GRADE CHANGES WITHIN THE CRITICAL ROOT ZONE.
5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE WITHIN TREE PROTECTION BARRIER. DAMAGED TREES WILL BE REPLACED AT CONTRACTOR'S COST.
6. ANY DISRUPTION OR PLANTING WITHIN THE TREE PROTECTION AREA IS TO BE SUPERVISED BY THE PROJECT ARBORIST, LANDSCAPE ARCHITECT, OR TOWN'S REPRESENTATIVE.
7. RETAINED TREES TO BE WATERED AT THE DIRECTION OF THE CONSULTING ARBORIST, LANDSCAPE ARCHITECT, OR TOWN'S REPRESENTATIVE.
8. IF EXCAVATION IN CRITICAL ROOT ZONE IS REQUIRED IT SHALL BE CARRIED OUT BY HAND, WITH USE OF AN AIRSPADE OR HYDRO EXCAVATED UNDER THE SUPERVISION OF A CERTIFIED ARBORIST.

DRAWING NUMBER: VRSD-L1 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

BOULEVARD TREE PLANTING DETAIL

NOTES:

1. DO NOT CUT LEADER
2. SET TREE PLUM. STAKE TREE WITH TWO VERTICAL 50mmx50mm PRESSURE TREATED STAKES 1500mm LONG TO BE POSITIONED PARALLEL TO STREET FOR STREET TREES OR TO PREVAILING WIND. STAKE NOT TO PENETRATE OR TO DAMAGE ROOT BALL.
3. SECURE WITH ARBOR TIE TREE TIE MATERIAL OR EQUAL. TIE IN FIGURE EIGHT PATTERN AND ATTACH TO STAKES WITH SHINGLES NAILS OF HEAVY DUTY STAPLES.
4. EXCAVATED TREE PITS SHALL HAVE POSITIVE DRAINAGE. WHEN FULLY FLOODED WITH WATER, TREE PITS SHALL DRAIN WITHIN 1 HOUR AFTER FILLING. THE CONTRACTOR SHALL EXCAVATE THROUGH ANY IMPERVIOUS CLAY LAYER IF ENCOUNTERED. THE CONTRACTOR SHALL NOT USE PRIVATE PROPERTY WATER SUPPLY FOR THIS TESTING.
5. ALL PLANTING SHALL MEET OR EXCEED THE REQUIREMENTS OUTLINED IN THE 2009 EDITION OF THE BC LANDSCAPE STANDARDS (BCLS), AND MMCD PLATINUM EDITION DOCUMENTS, UNLESS OTHERWISE SPECIFIED. IF THERE IS A DISCREPANCY BETWEEN THESE TWO DOCUMENTS, THEN THE CONTRACTOR SHALL FOLLOW THE BCLS.
6. ALL TREES SHALL BE INSPECTED BY TOWN'S REPRESENTATIVE PRIOR TO PLANTING.
7. AFTER SETTLEMENT, TOP OF THE ROOTBALL TO BE FLUSH WITH SURROUNDING GRADE. FINISHED GRADE OF PLANTING TO BE EQUIVALENT OF NURSERY GROWN GRADE OF TREE.
8. CREATE A 50mm DEEP WELL IN GROWING MEDIUM FOR THE FIRST YEAR OF WATERING. ENSURE WELL IS A CLEAN EDGED CIRCLE WITH A DIAMETER OF 750mm.
9. PLACE MULCH. 75mm MIN. DEPTH, OVER THE PLANTING WELL, KEEP MULCH BACK FROM TRUNK A MINIMUM DISTANCE OF 100mm.
10. NEW SOD PLANTING ON 100mm MIN OF GROWING MEDIUM. REFER TO SPECIFICATIONS.
11. 450mm DEEP ROOT DEFLECTION BARRIER (UB18-2 OR APPROVED EQUAL) PLACED AGAINST BACK OF CURB TO FINISH TO 10mm ABOVE FINISHED MULCH SURFACE. REFER MANUFACTURER'S SPECIFICATIONS. BARRIER TO BE INSTALLED WHEN TREE IS LESS THAN 2 METRES FROM SIDEWALK OR DRIVEWAY.
12. ASPHALT ROADWAY WITH CONCRETE CURB.
13. PLANTING HOLE DEPTH IS TO BE 600mm OR EQUAL TO THE HEIGHT OF THE ROOTBALL, WHICHEVER IS GREATER. PLANTING HOLE EDGE TO BE A SHALLOW ANGLE. SCARIFY SIDES AND BOTTOM OF TREE PIT PRIOR TO PLANTING.
14. REMOVE STRAPPING, CUT ALL BINDING MATERIAL AND FOLD BURLAP INTO HOLE PRIOR TO BACKFILLING WITHOUT DISTURBING ROOT BALL.
15. ENSURE A MINIMUM OF 300mm DEPTH OF COMPACTED SUBGRADE UNDERNEATH ROOTBALL TO PREVENT SETTLING OF TREE. SOIL TEST MAY BE REQUIRED IF REQUESTED BY TOWN'S REPRESENTATIVE.
16. LIGHTING ELECTRICAL WIRING TRENCH & RECEPTACLE LOCATION IF REQUIRED - REFER TO ELECTRICAL DRAWINGS.
17. CONCRETE SIDEWALK - REFER TO ENGINEERING DRAWINGS
18. SOIL TESTING MAY BE REQUIRED TO CONFIRM NUTRIENT REQUIREMENTS. FERTILIZE AS PER BCLS SPECIFICATIONS.

DRAWING NUMBER: VRSD-L2 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

ROCK RETAINING WALL GRAVITY

NOTES:

1. WALLS OVER 1.2 METERS HIGH TO BE DESIGNED AND INSPECTED BY A GEOTECHNICAL ENGINEER.
2. MORTAR TO BE 1 PART PORTLAND CEMENT TO 2 PARTS SAND.
3. WALL OVER 600mm MAY REQUIRED A HAND RAIL AT THE DISCRETION OF THE TOWN'S REPRESENTATIVE. TYPE OF HANDRAIL TO BE DETERMINED BY THE TOWN'S REPRESENTATIVE.

DRAWING NUMBER: VRSD-L3 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

PLANT POCKETS IN ROCK WALL

LEGEND:

1. CONCRETE COPING - REFER TO ENGINEERING DRAWINGS
2. PLANT POCKET WITH GROWING MEDIUM (150mm WIDE BY 250mm DEEP TYPICAL)
3. PLANT MATERIAL - SEE PLANT LEGEND.
4. ROCK WALL - REFER TO ENGINEERING DRAWINGS
5. 1" PVC IRRIGATION SLEEVE TO EXTEND 2" ABOVE SURFACE
6. 1/4" DRIPLINE - TIE INTO DRIP IRRIGATION SYSTEM AT FINISHED GRADE AT TOP OF WALL

DRAWING NUMBER: VRSD-L4 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

CONCRETE RETAINING WALL INSTALLATION

DRAWING NUMBER: VRSD-L5 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

SPEED TABLE - RAISED CROSSWALK

SIGN DESCRIPTION WA-50 SPEED HUMP (HIGH INTENSITY GRADE WITH ANTI-GRAFFITI FILM)

Note: RAISED CROSSWALK WITH DRAINAGE SHALL BE TAKEN INTO CONSIDERATION. MAY REQUIRE INSTALLATION OF CATCH BASIN OR PIPE AT THE DISCRETION OF THE TOWN'S REPRESENTATIVE.

SINUSOIDAL SPEED HUMP AND RAISED CROSSWALK DEVELOPMENT

DRAWING NUMBER: VRSD-R2 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

SPEED TABLE - EMERGENCY VEHICLES

SINUSOIDAL SPEED HUMP AND RAISED CROSSWALK DEVELOPMENT

DRAWING NUMBER: VRSD-R3 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

SIGN POST INSTALLATION - 1 OF 2

NOTES:

1. MOUNTING HEIGHTS AND OFFSETS SHALL FALL WITHIN THE RANGES NOTED IN THE MINISTRY MANUAL OF STANDARD TRAFFIC SIGNS AND PAVEMENT MARKINGS. FOR ADDITIONAL INFORMATION AS MOTI'S REFER TO TRSP ASSOCIATION OF CANADA MUTCD SPECIFICATIONS AS WELL.

• ALL NUTS, BOLTS AND WASHER SHALL BE STAINLESS STEEL
• SEE DRAWING VRSD-R5 FOR CONCRETE BASE DETAIL
• ALL SIGNS TO BE STRAIGHT AND PLUM TO ROADWAY

DRAWING NUMBER: VRSD-R4 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

SIGN POST INSTALLATION - 2 OF 2

• SIGN GRADE: HIGH INTENSITY DIAMOND FOR STOP, YIELD, W-054 ANT-GRAFFITI FILM ADHERED TO ALL SIGNS
• FOR INSTALLATION ON STREETLIGHT POLE, STAINLESS STEEL BANDING WITH BUCKLES AND BRACKETS SHALL BE USED.

DRAWING NUMBER: VRSD-R5 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

STREET NAME BLADE

STREET BLADE SPECIFICATIONS:

ALUMINUM, EXTRUDED EDGES TOP & BOTTOM, PRINTED ON WHITE EG REFLECTIVE VINYL. BLUE – PANTONE 282c @ 70% / DOUBLE PRINT (HIT) YELLOW – GERBER YELLOW GCS-015 @ 100% DOUBLE PRINT

DRAWING NUMBER: VRSD-R6 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

LOCAL 14m ROW - RURAL

DRAWING NUMBER: VRSD-R7 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

LOCAL 14m ROW - URBAN

DRAWING NUMBER: VRSD-R8 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

LOCAL 18m ROW - RURAL

DRAWING NUMBER: VRSD-R9 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

LOCAL 18m ROW - URBAN CLASS A

NOTE: ALL PAVEMENT MARKINGS AND STENCILS TO BE THERMOPLASTIC

DRAWING NUMBER: VRSD-R10 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

LOCAL 18m ROW - URBAN CLASS B

NOTE: ALL PAVEMENT MARKINGS AND STENCILS TO BE THERMOPLASTIC

DRAWING NUMBER: VRSD-R11 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

COLLECTOR 20m ROW - RURAL

NOTE: ALL PAVEMENT MARKINGS AND STENCILS TO BE THERMOPLASTIC

DRAWING NUMBER: VRSD-R12 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

COLLECTOR 20m ROW - URBAN CLASS A

NOTE: ALL PAVEMENT MARKINGS AND STENCILS TO BE THERMOPLASTIC

DRAWING NUMBER: VRSD-R13 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

COLLECTOR 20m ROW - URBAN CLASS B

NOTE: ALL PAVEMENT MARKINGS AND STENCILS TO BE THERMOPLASTIC

DRAWING NUMBER: VRSD-R14 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

MAJOR ROAD 20m ROW - URBAN

NOTE: ALL PAVEMENT MARKINGS AND STENCILS TO BE THERMOPLASTIC

DRAWING NUMBER: VRSD-R15 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

MAJOR ROAD 30m ROW - URBAN

NOTE: ALL PAVEMENT MARKINGS AND STENCILS TO BE THERMOPLASTIC

DRAWING NUMBER: VRSD-R16 REVISION NUMBER: 1 SCALE: NTS DATE: 2016-04-29