DWG No. DESCRIPTION DESCRIPTION C01 KEY PLAN, DRAWING LIST, & GENERAL NOTES KEY PLAN, DRAWING LIST, & GENERAL NOTES C02 PROPOSED TRAILWAY - PLAN/PROFILE PROPOSED TRAILWAY - PLAN/PROFILE STA. 3+000 TO 3+150 C03 PROPOSED TRAILWAY - PLAN/PROFILE PROPOSED TRAILWAY - PLAN/PROFILE STA. 3+150 TO 3+300 C04 PROPOSED TRAILWAY - PLAN/PROFILE PROPOSED TRAILWAY - PLAN/PROFILE STA. 3+300 TO 3+420 C05 TYPICAL CROSS SECTIONS TYPICAL CROSS SECTIONS C06 EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL PLAN XS-1 CROSS SECTIONS STA. 3+010 TO 3+100 CROSS SECTIONS STA. 3+010 TO 3+100 XS-2 CROSS SECTIONS STA. 3+110 TO 3+200 CROSS SECTIONS STA. 3+110 TO 3+200 XS-3 CROSS SECTIONS STA. 3+210 TO 3+300 CROSS SECTIONS STA. 3+210 TO 3+300 XS-4 CROSS SECTIONS STA. 3+310 TO 3+420 CROSS SECTIONS STA. 3+310 TO 3+420 E1 STREET LIGHTING LAYOUT STREET LIGHTING LAYOUT L1 LANDSCAPE PLANTING LANDSCAPE PLANTING I1 IRRIGATION PLAN IRRIGATION PLAN I2 IRRIGATION DETAILSIRRIGATION DETAILS
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KEY PLAN 1:1000
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0
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20
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60m
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1:1000
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HAMMOND BAY ROAD
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GENERAL NOTES: 1. ALL WORK AND MATERIALS ARE TO BE AS DESCRIBED IN THE CITY OF NANAIMO ALL WORK AND MATERIALS ARE TO BE AS DESCRIBED IN THE CITY OF NANAIMO ENGINEERING STANDARDS & SPECIFICATIONS LATEST EDITION (No. 12, NOVEMBER 2019) OR AS OTHERWISE APPROVED BY THE CITY ENGINEER. 2. CONNECTION TO, OR ALTERATION OF, EXISTING CITY-OWNED UTILITIES, REQUIRES CONNECTION TO, OR ALTERATION OF, EXISTING CITY-OWNED UTILITIES, REQUIRES AUTHORIZATION BY THE CITY ENGINEER. 3. A "PERMIT TO INSTALL WORKS WITHIN STREETS, LANES AND CITY PROPERTY AREAS" WILL A "PERMIT TO INSTALL WORKS WITHIN STREETS, LANES AND CITY PROPERTY AREAS" WILL BE REQUIRED WHERE CONSTRUCTION IS TO BE UNDERTAKEN IN CITY OF NANAIMO RIGHT-OF-WAYS AND/OR CITY OF NANAIMO-OWNED UTILITIES OR PROPERTIES. 4. UPON APPROVAL OF THE PERMIT, THE CITY OF NANAIMO'S CONSTRUCTION DIVISION SHALL UPON APPROVAL OF THE PERMIT, THE CITY OF NANAIMO'S CONSTRUCTION DIVISION SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 5. THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCEMENT OF WORK. THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 6. CONTRACTOR TO COMPLY WITH ALL APPLICABLE MINISTRY OF ENVIRONMENT AND CONTRACTOR TO COMPLY WITH ALL APPLICABLE MINISTRY OF ENVIRONMENT AND DEPARTMENT OF FISHERIES & OCEANS CANADA REQUIREMENTS AT ALL TIMES DURING CONSTRUCTION. 7. CONTRACTOR TO CONFIRM LOCATION OF EXISTING UTILITIES AT ALL CROSSINGS AND CONTRACTOR TO CONFIRM LOCATION OF EXISTING UTILITIES AT ALL CROSSINGS AND CONNECTIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 8. CONTRACTOR TO CONFIRM THAT ELEVATION, LOCATION AND GRADIENT OF ASPHALT MATCH CONTRACTOR TO CONFIRM THAT ELEVATION, LOCATION AND GRADIENT OF ASPHALT MATCH EXISTING PRIOR TO PLACEMENT OF ASPHALT OR CONCRETE. 9. ALL TREES NOT BEING REMOVED IN THE CONSTRUCTION AREA SHALL BE PROTECTED. ALL TREES NOT BEING REMOVED IN THE CONSTRUCTION AREA SHALL BE PROTECTED. 10. TREE REMOVAL PERMIT REQUIRED - BY OTHERS. TREE REMOVAL PERMIT REQUIRED - BY OTHERS. 11. ADJUST ALL MANHOLES, WATER VALVES, HYDRO VAULTS, ETC. TO MATCH NEW ADJUST ALL MANHOLES, WATER VALVES, HYDRO VAULTS, ETC. TO MATCH NEW CONSTRUCTION. 12. ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY 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. 13. ALL ELEVATIONS ARE TO GEODETIC DATUM AND ARE REFERENCED TO MONUMENT 82H5677 ALL ELEVATIONS ARE TO GEODETIC DATUM AND ARE REFERENCED TO MONUMENT 82H5677 AT THE INTERSECTION OF MCGUFFIE ROAD & HAMMOND BAY ROAD. ELEVATION = 31.807. 14. DATA SOURCES: DATA SOURCES: -TOPOGRAPHIC SURVEY COMPLETED BY 3D GEOMATICS IN JUNE 2017. -ASBUILTS PROVIDED BY THE CITY OF NANAIMO. ROAD NOTES: 1. ALL CURB AND GUTTER TO BE C.O.N. TYPE CS-1 UNLESS OTHERWISE NOTED. ALL CURB AND GUTTER TO BE C.O.N. TYPE CS-1 UNLESS OTHERWISE NOTED. PRIVATE UTILITY NOTES: 1. GAS MAIN AND SERVICE LOCATIONS ARE APPROXIMATE ONLY AND ARE BASED ON FORTIS GAS MAIN AND SERVICE LOCATIONS ARE APPROXIMATE ONLY AND ARE BASED ON FORTIS BC INFORMATION. 2. BC HYDRO TELUS AND SHAW CABLE INFORMATION IS BASED ON BCONE CALL INFORMATION BC HYDRO TELUS AND SHAW CABLE INFORMATION IS BASED ON BCONE CALL INFORMATION STORM SEWER NOTES: 1. ALL CATCH BASINS TO BE C.O.N. TYPE 1 UNLESS OTHERWISE NOTED. ALL CATCH BASINS TO BE C.O.N. TYPE 1 UNLESS OTHERWISE NOTED. 2. ALL CATCH BASIN LEADS TO BE 200 PVC SDR35 UNLESS OTHERWISE NOTED.ALL CATCH BASIN LEADS TO BE 200 PVC SDR35 UNLESS OTHERWISE NOTED.
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LOCATION PLAN NTS
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ELEVATIONS
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43.170
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UNDERGROUND HYDRO
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UNDERGROUND TELEPHONE
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CENTERLINE AND STATIONING
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PROPERTY LINE
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MONUMENT
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FENCE
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DITCH/SWALE
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STORM DRAIN (SIZE AND MATERIAL NOTED)
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SANITARY SEWER (SIZE AND MATERIAL NOTED)
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WATERMAIN (SIZE AND MATERIAL NOTED)
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REDUCER
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WATER METER
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CURB
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EXISTING
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LEGEND
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AIR VALVE
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JUNCTION BOX
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DESCRIPTION
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UTILITY POLE AND STREET LIGHT (LABELED PP,TP,PP/LS ETC.)
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FIRE HYDRANT
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CAPPED END
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MANHOLE
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WATER VALVE
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CATCH BASIN
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EDGE OF GRAVEL
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CURB AND GUTTER
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EDGE OF PAVEMENT
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EXISTING
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x
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x
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DESCRIPTION
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CLEANOUT
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SSIC/SDIC
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SANITARY SEWER SERVICE CONNECTION AT MAIN
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PROPOSED
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PROPOSED
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W
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S
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D
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T
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PAVEMENT REMOVAL
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5+100
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5+110
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32.75
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SANITARY/STORM INSPECTION CHAMBER (200%%C RISER)
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SSIC/SDIC
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WM
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WM
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CO
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FH
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CB
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WV
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TB/BB
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TOP/BOTTOM OF BANK
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NEW ASPHALT
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AR
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AR
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MH
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JB
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x
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x
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W
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S
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D
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File: H:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:10 PM User: Patrick RyanH:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:10 PM User: Patrick Ryan Plot Time: Apr. 16, 20 3:10 PM User: Patrick RyanApr. 16, 20 3:10 PM User: Patrick Ryan User: Patrick RyanPatrick Ryan
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PROJECT No.
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ENGINEER'S SEAL
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DESIGNED
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DESIGN REVIEW
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DRAFTED
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DRAFTING REVIEW
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SCALE
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RDN DRAWING No.
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PERMIT No.
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HEL DRAWING No.
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No.
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DATE
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ISSUED FOR
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CLIENT
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YYYY.MM.DD
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ISSUES
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OF
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DESTROY ALL DRAWINGS SHOWING PREVIOUS REVISION
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REVISION
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H:
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V:
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Copyright reserved. This drawing remains the exclusive property of Herold Engineering Limited and may not be reused or reproduced without written consent of Herold Engineering Limited.
NOTES: 1. FOR GENERAL NOTES SEE DWG. No. C01 FOR GENERAL NOTES SEE DWG. No. C01 2. FOR FURTHER DETAIL ON PLANTINGS AND MAINTENANCE FOR FURTHER DETAIL ON PLANTINGS AND MAINTENANCE REQUIREMENTS SEE ENVIRONMENTAL DYNAMICS INC. SEE ENVIRONMENTAL DYNAMICS INC. (EDI) REPORT: 'TREE REPLACEMENT AND RIPARIAN ENHANCEMENT FOR GNPCC FRONTAGE WORKS'
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File: H:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:10 PM User: Patrick RyanH:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:10 PM User: Patrick Ryan Plot Time: Apr. 16, 20 3:10 PM User: Patrick RyanApr. 16, 20 3:10 PM User: Patrick Ryan User: Patrick RyanPatrick Ryan
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PROJECT No.
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ENGINEER'S SEAL
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DESIGNED
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DESIGN REVIEW
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DRAFTED
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DRAFTING REVIEW
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SCALE
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RDN DRAWING No.
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PERMIT No.
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HEL DRAWING No.
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No.
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DATE
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ISSUED FOR
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CLIENT
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YYYY.MM.DD
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ISSUES
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OF
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DESTROY ALL DRAWINGS SHOWING PREVIOUS REVISION
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REVISION
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H:
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Copyright reserved. This drawing remains the exclusive property of Herold Engineering Limited and may not be reused or reproduced without written consent of Herold Engineering Limited.
TIE ASPHALT TRAILWAY INTO EXISTING CONCRETE SIDEWALK
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EXISTING PROPERTY LINE (TYP.)
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START OF CHAIN-LINK FENCE REMOVAL
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A
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C05
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B
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C05
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C
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C05
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FUTURE ROAD DESIGN (TYP.)
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CONCRETE PEDESTRIAN RAMP AS PER CoN DWG. No. CS-7A
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RELOCATE EXISTING STREET SIGNS
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1.5:1 DAYLIGHT LINE (TYP.)
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PROPOSED STREET LIGHT. SEE ELECTRICAL DWGS FOR DETAILS (TYP.)
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PROPOSED STREET LIGHT CONDUIT. SEE ELECTRICAL DWG E-1 FOR DETAILS (TYP.)
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MATCH ASPHALT TRAILWAY WITH EXISTING CS-1 CURB AND GUTTER
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GRASS BOULEVARD c/w TREES @ 6-10m SPACING (TYP.) c/w INTERIM WATERING BAGS SEE LANDSCAPING DWGS FOR DETAILS. SEE PLANTING DETAIL ON DWG. No. C05 (TYP.)
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REMOVE EXISTING CONC. SIDEWALK. STA. 3+015.63 TO STA. 3+382.40 3+015.63 TO STA. 3+382.40 CS-1 CURB & GUTTER TO REMAIN (TYP.)
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REMOVE EXISTING CB AND CAP LEAD
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PROPOSED BUS PULLOUT AS PER CoN DWG. No. CS-20
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ADJUST EXISTING WATER VALVE TO MATCH FINISHED ASPHALT
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CURB INLET CATCH BASIN AS PER CoN DWG. No. SW-3
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AREA OF ENCROACHMENT ONTO RDN PROPERTY = 1040m²
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WALLEY CREEK
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PROPOSED HABITAT WOOD RAIL FENCE AS PER CoN DWG. No. CS-19 (TYP.)
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0.50m GRAVEL SHOULDER (TYP.)
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EXISTING CHAIN-LINK FENCE TO BE REMOVED (TYP.)
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EXISTING S.R.W. SEE DWG. I1 FOR DETAILS
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EXISTING UTILITY POLE
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PLAN SP402 STRATA LOT 5 4604 HAMMOND BAY ROAD
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PLAN EPP49694 LOT A 4600 HAMMOND BAY ROAD
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CAUTION: EXISTING GAS & HYDRO DUCT EXISTING GAS & HYDRO DUCT CROSSING. GAS - APPROX. 0.60m DEPTH HYDRO DUCT - APPROX. 0.90m DEPTH
File: H:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanH:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick Ryan Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanApr. 16, 20 3:11 PM User: Patrick Ryan User: Patrick RyanPatrick Ryan
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PROJECT No.
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ENGINEER'S SEAL
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DESIGNED
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DESIGN REVIEW
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DRAFTED
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DRAFTING REVIEW
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SCALE
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RDN DRAWING No.
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PERMIT No.
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HEL DRAWING No.
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No.
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DATE
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ISSUED FOR
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CLIENT
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YYYY.MM.DD
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ISSUES
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OF
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DESTROY ALL DRAWINGS SHOWING PREVIOUS REVISION
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REVISION
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H:
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V:
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Copyright reserved. This drawing remains the exclusive property of Herold Engineering Limited and may not be reused or reproduced without written consent of Herold Engineering Limited.
REPLACE EXISTING CONC. CURB WITH CS-1 CURB AND GUTTER (TYP.) STA. 3+064.82 TO STA. 3+423.49
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REMOVE EXISTING CONC. SIDEWALK
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PAVEMENT RESTORATION TYPE 2 AS PER CoN DWG. No. T-4A
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PROPOSED STREET LIGHT. SEE ELECTRICAL DWGS. FOR DETAIL (TYP.)
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PROPOSED STREET LIGHT CONDUIT. SEE ELECTRICAL DWGS. FOR DETAIL (TYP.)
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EXISTING PROPERTY LINE (TYP.)
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1.5:1 DAYLIGHT LINES (TYP.)
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0.50m GRAVEL SHOULDER (TYP.)
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APPROX. CREEK
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PROPOSED HABITAT WOOD RAIL FENCE AS PER CoN DWG. No CS-19 (TYP.)
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EXISTING CHAIN-LINK FENCE TO BE REMOVED (TYP.)
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CAUTION: 88 DP/PE GAS MAIN. 88 DP/PE GAS MAIN. CONTRACTOR TO LOCATE AND EXPOSE PRIOR TO EXCAVATION,
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GRASS BOULEVARD c/w TREES @ 6-10m SPACING (TYP.) c/w INTERIM WATERING BAGS. SEE LANDSCAPING DWGS. FOR DETAILS. SEE PLANTING DETAIL ON DWG. No. C05 (TYP.)
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EXISTING HYDRO POLE
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D
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C05
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WALLEY CREEK
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2.0%
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2.0%
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2.0%
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PROPOSED ASPHALT TRAILWAY
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CS-1
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CS-1
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PROPOSED AREA OF ENCROACHMENT ONTO RDN PROPERTY = 1040m²
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GUTTERLINE DESIGN PROFILE
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OPEN AREA ADJACENT TO NEW TRAIL. (SEE NOTE No. 2 THIS DWG.)
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BLACKBERRY INFESTATION ADJACENT TO NEW TRAIL. (SEE NOTE No. 2 THIS DWG.)
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OPEN AREA WITH BLACKBERRY INFESTATION ADJACENT TO NEW TRAIL. (SEE NOTE No. 2 THIS DWG.)
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NOTES: 1. FOR GENERAL NOTES SEE DWG. No. C01 FOR GENERAL NOTES SEE DWG. No. C01 2. FOR FURTHER DETAIL ON PLANTINGS AND FOR FURTHER DETAIL ON PLANTINGS AND MAINTENANCE REQUIREMENTS SEE ENVIRONMENTAL SEE ENVIRONMENTAL DYNAMICS INC. (EDI) REPORT: 'TREE REPLACEMENT AND RIPARIAN ENHANCEMENT FOR GNPCC FRONTAGE WORKS'
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ADDITIONAL ENHANCEMENT AREA (SEE NOTE No. 2 THIS DWG.
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ADDITIONAL ENHANCEMENT AREAS (SEE NOTE No. 2 THIS DWG.
HAMMOND BAY RD. /SHORES DRIVE. DESIGN GUTTER ELEVATIONS
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FOR CONTINUATION SEE DWG. No. C03
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WALLEY CREEK
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File: H:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanH:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick Ryan Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanApr. 16, 20 3:11 PM User: Patrick Ryan User: Patrick RyanPatrick Ryan
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PROJECT No.
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ENGINEER'S SEAL
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DESIGNED
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DESIGN REVIEW
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DRAFTED
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DRAFTING REVIEW
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SCALE
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RDN DRAWING No.
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PERMIT No.
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HEL DRAWING No.
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No.
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DATE
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ISSUED FOR
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CLIENT
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YYYY.MM.DD
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ISSUES
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OF
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DESTROY ALL DRAWINGS SHOWING PREVIOUS REVISION
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REVISION
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H:
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V:
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Copyright reserved. This drawing remains the exclusive property of Herold Engineering Limited and may not be reused or reproduced without written consent of Herold Engineering Limited.
REPLACE EXISTING CONC. CURB WITH CS-1 CURB AND GUTTER (TYP.)
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REMOVE EXISTING ASPHALT SIDEWALK (TYP.)
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PROPOSED STREET LIGHT. SEE ELECTRICAL DWGS. FOR DETAIL (TYP.)
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PROPOSED STREET LIGHT CONDUIT. SEE ELECTRICAL DWGS. FOR DETAIL (TYP.)
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EXISTING PROPERTY LINE (TYP.)
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1.5:1 DAYLIGHT LINES (TYP.)
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0.50m GRAVEL SHOULDER (TYP.)
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APPROX. CREEK
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PROPOSED HABITAT WOOD RAIL FENCE AS PER CoN DWG. No CS-19 (TYP.)
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EXISTING CHAIN-LINK FENCE TO BE REMOVED (TYP.)
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CAUTION: 88 DP/PE GAS MAIN. 88 DP/PE GAS MAIN. CONTRACTOR TO LOCATE AND EXPOSE PRIOR TO EXCAVATION,
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GRASS BOULEVARD c/w TREES @ 6-10m SPACING (TYP.) c/w INTERIM WATERING BAGS. SEE LANDSCAPING DWGS. FOR DETAILS. SEE PLANTING DETAIL ON DWG. No. C05 (TYP.)
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FUTURE ROAD DESIGN (TYP.)
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E
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C05
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F
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C05
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INFILL WITH 50mm OF ASPHALT BETWEEN CS-1 CURB & EXISTING ASPHALT
NOTES: 1. FOR GENERAL NOTES SEE DWG. No. C01. FOR GENERAL NOTES SEE DWG. No. C01. 2. FOR FURTHER DETAIL ON PLANTINGS AND MAINTENANCE FOR FURTHER DETAIL ON PLANTINGS AND MAINTENANCE REQUIREMENTS SEE ENVIRONMENTAL DYNAMICS INC. (EDI) SEE ENVIRONMENTAL DYNAMICS INC. (EDI) REPORT: TREE REPLACEMENT RECOMMENDATIONS FOR GNPCC FRONTAGE WORKS FROM NOVEMBER 20, 2019. 3. ALL SIGNAGE TO BE AS PER THE 'MANUAL OF UNIFORM ALL SIGNAGE TO BE AS PER THE 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES' (MUTCD) LATEST EDITION. 4. ALL SIGN LOCATIONS AND PAINT MARKINGS TO BE AS PER ALL SIGN LOCATIONS AND PAINT MARKINGS TO BE AS PER CITY OF NANAIMO STANDARDS. 5. ALL PAINT MARKINGS TO BE THERMOPLASTIC PAINT.ALL PAINT MARKINGS TO BE THERMOPLASTIC PAINT.
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PROPOSED ASPHALT TRAILWAY
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CS-1
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CS-1
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PROPOSED AREA OF ENCROACHMENT ONTO RDN PROPERTY = 1040m²
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GUTTERLINE DESIGN PROFILE
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28.24
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28.14
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27.94
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27.80
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27.80
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27.80
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27.74
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27.61
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27.51
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27.28
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26.91
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26.68
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26.51
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26.34
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26.25
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25.68
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25.08
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24.97
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24.71
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24.58
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24.31
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24.08
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23.86
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23.68
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SIGN QTY LOCATION
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SIGNS SCHEDULE - THIS DRAWING
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(EAST SIDE OF ENTRANCE TO
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STA 3+420
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TURNAROUND)
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P-1D
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(WEST SIDE OF EXIT TO
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STA 3+420
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TURNAROUND)
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P-1D
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1
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1
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3.00m WIDE X-WALK c/w 0.30m WIDE SOLID WHITE BARS (THERMOPLASTIC)
File: H:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanH:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick Ryan Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanApr. 16, 20 3:11 PM User: Patrick Ryan User: Patrick RyanPatrick Ryan
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PROJECT No.
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ENGINEER'S SEAL
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DESIGNED
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DESIGN REVIEW
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DRAFTED
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DRAFTING REVIEW
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SCALE
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RDN DRAWING No.
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PERMIT No.
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HEL DRAWING No.
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No.
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DATE
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ISSUED FOR
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CLIENT
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YYYY.MM.DD
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ISSUES
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OF
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DESTROY ALL DRAWINGS SHOWING PREVIOUS REVISION
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REVISION
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H:
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V:
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Copyright reserved. This drawing remains the exclusive property of Herold Engineering Limited and may not be reused or reproduced without written consent of Herold Engineering Limited.
STRUCTURAL FILL IN LONGITUDINAL TRENCH SEE PLANTING DETAIL ON THIS DWG.
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STRUCTURAL FILL IN LONGITUDINAL TRENCH SEE PLANTING DETAIL ON THIS DWG.
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TREE PLANTING IN GRASS BOULEVARD
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PRUNE FOR CLEARANCE (REFER TO SPECIFICATIONS CLAUSE 14.2.5) AND FOR TREE HEALTH (CLAUSE 14.61).
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150mm MIN. DEPTH "A HORIZON" AMENDED TOPSOIL PER SPECIFICATIONS.
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NOTE: PLANT TREE WITH NURSERY SOIL LINE AT 50mm ABOVE FINISH GRADE. FORM 50mm DEEP SAUCER AT BASE OF TREE.
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75mm DEPTH BARK MULCH TO 600mm RADIUS AT TREE.
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SUBSOIL (REFER TO CLAUSE 14.17 OF SPECIFICATIONS).
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ROUGHEN PIT BOTTOM AND SIDES TO REMOVE GLAZING.
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PROVIDE 12mm FREEBOARD BETWEEN FINISHED GRADE AND ADJACENT PAVED SURFACES.
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UNDISTURBED NATIVE SOILS OR COMPACTED SUBGRADE..
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UNTIE AND REMOVE TOP 1/3 OF BURLAP FROM ROOTBALL. NOTE: BALLED AND BURLAP TREE IS ILLUSTRATED. IF CONTAINER OR BAG GROWN TREES ARE USED, COMPLETELY REMOVE IMPERISHABLE CONTAINERS.
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NOTE: CONDITIONAL ITEM CONDITIONAL ITEM TEST PLANTING PITS FOR DRAINAGE AS PER CLAUSE 14.58.2 OF SPECIFICATIONS PRIOR TO PLANTING. REPORT INADEQUATE DRAINAGE TO THE ENGINEER. ON DIRECTION OF THE ENGINEER INSTALL PVC DRAIN IN 150mm DEPTH DRAIN ROCK C/W FILTER CLOTH AND DRAIN TO STORM SEWER.
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nts
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REFER TO SPECIFICATION CLAUSE 14.30.1 AND 14.59 FOR STAKING MATERIALS AND INSTALLATION.
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500mm MIN.
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C
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L
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1m MIN.
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FACE OF CURB
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FROM FACE OF CURB
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2m MIN. WIDTH OF BOULEVARD
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ROAD
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SIDEWALK
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SOD ON 150mm DEPTH TOPSOIL AS PER SPECIFICATION.
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TYP.
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1.0m MAX.
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0.30m
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C
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L
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IRRIGATION TRENCH
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±0.40m
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APPROVED TREE SPECIES AS PER PLANTING PLAN
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SECTION VIEW-P-2
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1000mm MIN.
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J.G.
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N.T.S.
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P-2
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Date:
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Dwg. No.
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Scale
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Drawn
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JAN. 1998
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LABOUR
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AND
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FAITH
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City of Nanaimo
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TREE PLANTING IN GRASS BOULEVARD
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150mm OF 20mm MINUS CRUSHED GRAVEL
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200mm OF SUBBASE
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60mm
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200mm OF APPROVED SUBBASE
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60mm
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200mm OF APPROVED SUBBASE
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60mm
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200mm OF APPROVED SUBBASE
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200mm OF APPROVED SUBBASE
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EXISTING ROAD STRUCTURE 75mm ASPHALT PAVEMENT 100mm BASE 250mm SUBBASE
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EXISTING ROAD STRUCTURE 75mm ASPHALT PAVEMENT 100mm BASE 250mm SUBBASE
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1.5
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ACER TRUNCATUM 'RUBY SUNSET' (RUBY SUNSET PURPLEBOW MAPLE) @ 6-10m SPACING (TYP.) c/w SPACING (TYP.) c/w INTERIM WATERING BAGS. SEE WATERING BAGS. SEE LANDSCAPING DWG L-1 FOR DWG L-1 FOR DETAILS.
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ACER TRUNCATUM 'RUBY SUNSET' (RUBY SUNSET PURPLEBOW MAPLE) @ 6-10m SPACING (TYP.) c/w SPACING (TYP.) c/w INTERIM WATERING BAGS. SEE WATERING BAGS. SEE LANDSCAPING DWG L-1 FOR DWG L-1 FOR DETAILS.
TEMPORARY SILT FENCING (TYP.) (EXACT LOCATION TO BE VERIFIED IN FIELD)
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EROSION & SEDIMENT CONTROL NOTES: 1. EROSION AND SEDIMENT CONTROL FOR THIS PROJECT WILL BE AS OUTLINED IN EROSION AND SEDIMENT CONTROL FOR THIS PROJECT WILL BE AS OUTLINED IN THE FISHERIES AND OCEANS CANADA & MINISTRY OF WATER, LANDS AND AIR PROTECTION HANDBOOK ENTITLED "LAND DEVELOPMENT GUIDELINES FOR THE PROTECTION OF THE AQUATIC HABITAT, SEPTEMBER 1993" AND "ENVIRONMENTAL BEST MANAGEMENT PRACTICES FOR URBAN AND RURAL LAND DEVELOPMENT IN BRITISH COLUMBIA, JUNE 2004" AND "EROSION & SEDIMENT CONTROL GUIDELINE" BY THE CITY OF NANAIMO. IT IS INCUMBENT UPON THE CONTRACTOR TO ACQUIRE THESE GUIDELINES AND FAMILIARIZE HIMSELF WITH THE REQUIREMENTS WITHIN. 2. THE CONSULTANT ASSUMES NO RESPONSIBILITY FOR DAMAGES RESULTING FROM THE CONSULTANT ASSUMES NO RESPONSIBILITY FOR DAMAGES RESULTING FROM IMPROPER EROSION AND SEDIMENT CONTROL MEASURES UNDERTAKEN BY THE CONTRACTOR. 3. ANY DIRECTION GIVEN BY THE CONSULTANT OR CITY TO THE CONTRACTOR FOR ANY DIRECTION GIVEN BY THE CONSULTANT OR CITY TO THE CONTRACTOR FOR EROSION AND SEDIMENT CONTROL AND NOT FOLLOWED BY THE CONTRACTOR IS TO BE REPORTED TO THE CITY IMMEDIATELY. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE NO MUD, DIRT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE NO MUD, DIRT, SOIL, SILT OR ANY OTHER SUBSTANCES ARE SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS OF WAY, OR AREAS THAT LEAD TO CATCH BASINS CONNECTED TO PUBLIC SYSTEMS. THE CONTRACTOR IS TO CLEAN ANY SUCH MATERIAL IMMEDIATELY. i.e. STREETS ARE TO BE SWEPT WITH A VACUUM STREET SWEEPER AFTER WORK STOPPAGE EACH DAY. 5. PRIOR TO CONSTRUCTION, INSTALL A TEMPORARY GRAVEL CONSTRUCTION PRIOR TO CONSTRUCTION, INSTALL A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT TO LIMIT TRACKING OF SITE SOILS ONTO OFFSITE ROADWAYS. THE WIDTH OF THE PAD SHOULD NOT BE LESS THAN THE FULL WIDTH OF POINT OF INGRESS OR EGRESS IN ANY CASE SHOULD NOT BE LESS THAN 6m WIDE WITH A LENGTH OF THE PAD NOT LESS THAN 20m AND HAVING A MINIMUM THICKNESS OF 200mm (8") OF COARSE GRANULAR MATERIAL. COARSE GRANULAR MATERIAL SUCH AS 75mm PLUS SHOT ROCK OR FRACTURED DRAIN ROCK UNDERLAIN WITH GEO-TEXTILE FABRIC IS RECOMMENDED. 6. THE ENTRANCE SHOULD BE MAINTAINED FOR THE DURATION OF CONSTRUCTION, THE ENTRANCE SHOULD BE MAINTAINED FOR THE DURATION OF CONSTRUCTION, IN A CONDITION THAT WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHT OF WAYS, OR AREAS THAT LEAD TO CATCH BASINS CONNECTED TO PUBLIC SYSTEMS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL MATERIAL AS CONDITIONS DEMAND. THE PAD MAY BE REMOVED ONCE PERMANENT PAVEMENTS ARE IN PLACE AT THE SITE. A WHEEL WASH MAY BE REQUIRED IF THE TEMPORARY GRAVEL PAD IS NOT WORKING. 7. PRIOR TO CONSTRUCTION, CONTRACTOR TO CLEARLY FLAG OR FENCE AREAS OF PRIOR TO CONSTRUCTION, CONTRACTOR TO CLEARLY FLAG OR FENCE AREAS OF NO DISTURBANCE AS WELL AS ANY DESIGNATED TREES AND SHRUBS THAT ARE TO BE PRESERVED. MARKINGS SHALL REMAIN IN PLACE THROUGHOUT CONSTRUCTION. 8. CONTRACTOR TO STRIP AND GRUB ONLY THOSE AREAS NECESSARY FOR THE CONTRACTOR TO STRIP AND GRUB ONLY THOSE AREAS NECESSARY FOR THE CURRENT CONSTRUCTION. STAGE CONSTRUCTION OPERATIONS TO LIMIT DISTURBANCE AND DO NOT STRIP ANY AREA UNTIL REQUIRED. 9. GRADE WORK AREAS AWAY FROM ADJACENT PROPERTIES AND TOWARDS THE GRADE WORK AREAS AWAY FROM ADJACENT PROPERTIES AND TOWARDS THE SEDIMENT POND ON THE SITE FOR DISPERSAL INFILTRATION. 10. REVEGETATION OPERATIONS SHOULD BE CARRIED OUT WITHIN ONE WEEK OF REVEGETATION OPERATIONS SHOULD BE CARRIED OUT WITHIN ONE WEEK OF GRADING COMPLETION OR NO LATER THAN SEPT. 15th. 11. SILT FENCING IS TO BE INSTALLED AROUND ALL STOCK/SPOIL PILES, OR PILES SILT FENCING IS TO BE INSTALLED AROUND ALL STOCK/SPOIL PILES, OR PILES ARE TO BE OTHERWISE COVERED TO LIMIT EROSION AND SEDIMENT GENERATION. 12. WHEN SHOWN ON THE CONTRACT DRAWINGS, CONTRACTOR TO INSTALL WHEN SHOWN ON THE CONTRACT DRAWINGS, CONTRACTOR TO INSTALL SETTLEMENT PONDS EQUIPPED WITH EMERGENCY OVERFLOW, FOR RETENTION/INFILTRATION TREATMENT OF RUNOFF COLLECTED BY INTERCEPTOR SWALES (DITCHES) AND/OR SILT BARRIERS. THE SETTLEMENT PONDS ARE TO HAVE A MINIMUM VOLUME TO CONTAIN FLOWS FROM A 10-YEAR RETURN PERIOD, 24-HOUR RAINFALL EVENT. THE PONDS SHOULD BE USED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 13. ROUTINE INSPECTION AND MAINTENANCE OF THE SYSTEM COMPONENTS WILL BE ROUTINE INSPECTION AND MAINTENANCE OF THE SYSTEM COMPONENTS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHOULD DESIGNATE AN ON-SITE PERSON TO BE RESPONSIBLE FOR DAY-TO-DAY MANAGEMENT OF THE ESCP. AT A MINIMUM, INSPECT ALL BMP'S WEEKLY TO ENSURE PROPER FUNCTION WITH INSPECTION REPORTS PROVIDED TO THE ENGINEER AND THE CITY OF NANAIMO FOR REVIEW. 14. 48 HOURS PRIOR TO ANY PREDICTED SIGNIFICANT STORM EVENT, THE 48 HOURS PRIOR TO ANY PREDICTED SIGNIFICANT STORM EVENT, THE DESIGNATED SITE PERSON SHOULD INSPECT THE E&SC WORKS AND ENSURE THAT THE WORKS ARE ADEQUATE TO PROTECT THE SITE DURING THE STORM EVENT AND PROVIDE A WRITTEN REPORT TO THE ENGINEER AND/OR THE CITY UPON REQUEST. IF THE DESIGNATED SITE PERSON DETERMINES THAT THE E&SC WORKS ARE NOT ADEQUATE TO PROTECT THE SITE DURING THE ANTICIPATED STORM EVENT, THEN HE/SHE IS TO IMMEDIATELY INFORM THE ENGINEER AND CONTRACTOR SO THAT THE WORKS CAN BE MODIFIED TO ADEQUATELY PROTECT THE SITE DURING THE STORM EVENT AND PROVIDE A WRITTEN REPORT TO THE ENGINEER AND/OR THE CITY UPON REQUEST. 15. DURING AND/OR FOLLOWING EACH SIGNIFICANT STORM EVENT, THE DESIGNATED DURING AND/OR FOLLOWING EACH SIGNIFICANT STORM EVENT, THE DESIGNATED SITE PERSON SHOULD OBSERVE THE SETTLEMENT PONDS AND STORM DRAIN TO CONFIRM THAT TURBID WATERS FROM SOURCES ASSOCIATED WITH CONSTRUCTION ARE NOT ENTERING THE STORM DRAINAGE SYSTEM. TAKE IMMEDIATE CORRECTIVE ACTION IF INSPECTION INDICATES A PROBLEM. RECORD INSPECTION DATES, ANY SIGNIFICANT OBSERVATIONS, AND ACTIONS TAKEN, THEN INFORM THE CONSULTANT IN CHARGE AND THE CITY OF NANAIMO. 16. CITY OF NANAIMO STANDARD EROSION & SEDIMENT CONTROL SIGNAGE IS CITY OF NANAIMO STANDARD EROSION & SEDIMENT CONTROL SIGNAGE IS REQUIRED TO BE PLACED ON-SITE PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED IN PLACE UNTIL LANDSCAPING IS COMPLETED.
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File: H:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanH:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick Ryan Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanApr. 16, 20 3:11 PM User: Patrick Ryan User: Patrick RyanPatrick Ryan
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PROJECT No.
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Copyright reserved. This drawing remains the exclusive property of Herold Engineering Limited and may not be reused or reproduced without written consent of Herold Engineering Limited.
File: H:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanH:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick Ryan Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanApr. 16, 20 3:11 PM User: Patrick Ryan User: Patrick RyanPatrick Ryan
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PROJECT No.
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File: H:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanH:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick Ryan Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanApr. 16, 20 3:11 PM User: Patrick Ryan User: Patrick RyanPatrick Ryan
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File: H:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanH:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick Ryan Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanApr. 16, 20 3:11 PM User: Patrick Ryan User: Patrick RyanPatrick Ryan
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Copyright reserved. This drawing remains the exclusive property of Herold Engineering Limited and may not be reused or reproduced without written consent of Herold Engineering Limited.
File: H:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanH:\Projects\0837-047 GNPCC Frontage Works\04C Drawings\0837-047 Civil Drawings.dwg Plot Time: Apr. 16, 20 3:11 PM User: Patrick Ryan Plot Time: Apr. 16, 20 3:11 PM User: Patrick RyanApr. 16, 20 3:11 PM User: Patrick Ryan User: Patrick RyanPatrick Ryan
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PROJECT No.
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Copyright reserved. This drawing remains the exclusive property of Herold Engineering Limited and may not be reused or reproduced without written consent of Herold Engineering Limited.
Acer Truncatum 'Ruby Sunset' Ruby Sunset Purplebow Maple
See Plant List this sheet
RDN DWG. No. GN-L-GEN-221
HAMMOND BAY ROAD
MCG
UFFIE RO
AD
BFTREE DRIP4.81 GPM C1
1"
FVAVR
C
PLANTING AREAS AS INDICATED IN THE REPORTPREPARED BY EDI, TYPICAL.
REFER TO IRRIGATION NOTES
REFER TO CIVIL PLANS FOR 1" (25mm)IRRIGATION WATER SERVICE.
HAM
MO
ND
BAY R
OAD
TREE-SHRUB ROTOR9.3 GPM C3
1"
TREE-SHRUB ROTOR8.56 GPM C6
1"
TREE-SHRUB ROTOR11.14 GPM C5
1"
TREE-SHRUB ROTOR8.65 GPM C4
1"FV
AVR
1"C2 4.72
TREE-SHRUB DRIP1"
1" 1" 1"
1"
1"
1"
PLANTING AREAS AS INDICATED IN THE REPORTPREPARED BY EDI, TYPICAL.
REFER TO IRRIGATION NOTES
of
Date:
Draw
n:
Scale:
Project N
um
ber:
DRAW
IN
G N
UM
BER:
Checked:
Date
#
REVISIO
N SCH
ED
ULE
NO
TES
814 Shorew
ood D
rive, Parksville, BC V9P 1S1
TEL(: 250) 248-3089 EM
AIL: info@
macdonaldgray.ca
ww
w.m
acdonaldgray.ca
March 26, 2020
NG
20-0260
2N
anaim
o, BC
Regional D
istrict of N
anaim
o
Greater N
anaim
o Pollution
THIS DRAWING IS NOT FINAL AND SHALL NOT BE USED
FOR CONSTRUCTION WORK UNTIL IT HAS BEEN
STAMPED AND SIGNED BY THE LANDSCAPE ARCHITECT
Issued for Tender
26M
AR2020
0
THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY
OF MACDONALD GRAY CONSULTANTS. REPRODUCTION OR USE FOR ANY
PURPOSE OTHER THAN THAT AUTHORIZED BY MACDONALD GRAY
CONSULTANTS IS FORBIDDEN
Control Centre Frontage W
orks
IRRIG
ATIO
N PLAN
CM
1:250 m
etric
I-1
VALVE NUMBER AND CONTROLLER DESIGNATIONGALLONS PER MINUTEZONE DESCRIPTIONVALVE SIZE
2"C1 10.0 GPM
LAWN SPRAY
IRRIGATION EQUIPMENT LEGENDSYMBOL
HUNTER
HUNTER
NIBCO
HUNTER
HUNTER
NDS
HUNTER
MODEL DESCRIPTION
1" (25mm) ELECTRIC REMOTE CONTROL VALVE TO BE INSTALLED IN AMOULDED STRUCTURAL FOAM VALVE BOX WITH BOLT DOWN COVERPER DETAIL E/I-2 AND MANUFACTURER'S RECOMMENDATIONS.
1" (25mm) DRIP ZONE CONTROL KIT WITH ELECTRIC REMOTE CONTROLVALVE, WYE FILTER AND PRESSURE REGULATOR TO BE INSTALLED IN AMOULDED STRUCTURAL FOAM VALVE BOX IWTH BOLT DOWN COVER,REFER TO DETAIL D/I-2. SIZE PER PLAN.
LINE-SIZE BRONZE GATE VALVE IN VALVE BOX WITH WITH BOLT DOWNCOVER, REFER TO DETAIL B/I-2
1" (25mm) DOUBLE CHECK VALVE BACKFLOW PREVENTER TO INSTALLEDDOWNSTREAM OF WATER CHAMBER PER MANUFACTURER'SRECOMMENDATIONS AND PER DETAIL A/I-2.
6-STATION BATTERY OPERATED IRRIGATION CONTROLLERMOUNTED IN ZONE C1 VALVE BOX PER MANUFACTURER'SRECOMMENDATIONS.
AIR VACUUM RELEASE VALVE, INSTALL PER DETAIL J/I-2
FLUSH VALVE, INSTALL PER DETAIL K/I-2
PVC LATERAL LINE, 3/4" (19mm) UNLESS NOTED OTHERWISE AT THEBEGINNING AND END OF EACH LENGTH OF PIPE, REFER TO DETAIL C/1-2
1" (25mm) PVC MAINLINE, REFER TO DETAIL C/I-2
ICV-101G
ICZ-101-40
T113
007
NODE-600
AVRV 50
PLD BV
CLASS 200
SCHEDULE 40
MANUFACTURER
IRRIGATION SPRINKLER LEGEND - REFER TO DETAIL F/I-2
SYMBOL
HUNTER
HUNTER
HUNTER
MODEL PATTERN
PROS-12-PRS40-CV-MP2000-90
PROS-12-PRS40-CV-MP2000-210
PROS-12-PRS40-CV-MP2000-360
MFR RADIUSft / m
90° - 210°
210° - 270°
360°
13-20 / 4-6
13-20 / 4-6
13-20 / 4-6
0.43-0.86 (1.6-3.3)
0.86-1.10 (3.3-4.2)
1.48 (5.6)
FLOW RATE @40 PSI / 2.76bar
GPM (l/m)
C
SYMBOL MODELMAKE LINE SPACINGft / m
EMITTER SPACINGft / m
FLOW RATE @40 PSI / 2.75 bar
GPH (l/h)
NDS SFCV-BR-1712 0.45 1.0 / 0.3 0.6 (2.27)
MAX. LENGTHOF RUN ft / m
460 / 140
IRRIGATION DRIPLINE LEGEND - REFER TO DETAILS G - K/I-2
FV
AVR
BF
REFER TO TREE REPLACEMENT AND RIPARIAN ENHANCEMENT FOR GNPCC FRONTAGE WORKS REPORTPREPARED BY ENVIRONMENTAL DYNAMICS INC. (EDI) DATED MARCH 20, 2020 FOR ALL RIPARIAN AREA TREEAND VEGETATION REMOVAL AND REPLACEMENT SPECIFICATIONS AND PROCEDURES.
IRRIGATION SYSTEM INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE THE REQUIREMENTS SETOUT IN SECTION 5 - IRRIGATION SYSTEMS OF THE CANADIAN NURSERY LANDSCAPE ASSOCIATION (CNLA)/CANADIAN SOCIETY OF LANDSCAPE ARCHITECTS (CSLA) CANADIAN LANDSCAPE STANDARD AND THEIRRIGATION DETAILS.
THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE WITH A MINIMUM STATIC PRESSURE OF 110 PSI. THEMAXIMUM FLOW DEMAND FOR THE SYSTEM IS 12 GPM.
THE IRRIGATION PLAN IS DIAGRAMMATIC. NO IRRIGATION MAINLINE OR LATERAL LINE SHALL BE INSTALLEDBEYOND ANY KNOWN LIMIT OF WORK, PROPERTY LINE OR ROAD RIGHT-OF-WAY. ALL EQUIPMENT AND PIPINGSHALL BE INSTALLED WITHIN PLANTING AREAS.
THE CONTRACTOR SHALL ADJUST THE PLACEMENT AND RADIUS OF SPRINKLERS AS REQUIRED BY FIELDCONDITIONS TO ACHIEVE FULL COVERAGE OF ALL PLANTED AREAS AND TO MINIMIZE OVER-SPRAY ONTOADJACENT HARD SURFACES, FENCES AND PROPERTY LINES.
OPERATE IRRIGATION CONTROLLERS WITHIN THE CITY OF NANAIMO WATER RESTRICTION SCHEDULE.
THE CONTRACTOR SHALL PROVIDE, INSTALL AND PROGRAM THE BATTERY OPERATED CONTROLLER AND ALLCONTROL WIRE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ALL EXISTING SPRINKLER EQUIPMENTOR PROPERTY TO REMAIN DAMAGED BY CONSTRUCTION OPERATIONS.
THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES TO ENSURE PROGRESS OF WORK ISNOT INTERRUPTED AND CAN BE COMPLETED IN A TIMELY MANNER.
INSTALL SPRINKLER HEADS PERPENDICULAR TO SLOPES OR GRADE.
ALL EQUIPMENT MAKES AND MODELS SHALL BE PER THE IRRIGATION LEGEND OR APPROVED EQUAL. CONTACTTHE LANDSCAPE ARCHITECT IN WRITING PRIOR TO PURCHASE FOR SUBSTITUTIONS.
THE LANDSCAPE ARCHITECT CANNOT PROVIDE ASSURANCES FOR WORK WITHOUT THE FOLLOWING FIELDREVIEW ATTENDANCE:A. REVIEW OF UNCOVERED PRESSURIZED IRRIGATION MAINLINE AND LATERALS.B. REVIEW OF COMPLETE IRRIGATION INSTALLATION AND COVERAGE.
IRRIGATION NOTES1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
LIM
IT O
F IRRIG
ATIO
N W
ORK
MATCH
LIN
E, SEE BELO
W LEFT
MATCH
LIN
E, SEE ABO
VE RIG
HT
AutoCAD SHX Text
200 AC WM
AutoCAD SHX Text
200 AC WM
AutoCAD SHX Text
200 PVC WM
AutoCAD SHX Text
200 AC WM
AutoCAD SHX Text
0+020
AutoCAD SHX Text
0+040
AutoCAD SHX Text
0+060
AutoCAD SHX Text
0+080
AutoCAD SHX Text
0+100
AutoCAD SHX Text
0+120
AutoCAD SHX Text
0+140
AutoCAD SHX Text
0+160
AutoCAD SHX Text
3+000
AutoCAD SHX Text
3+020
AutoCAD SHX Text
3+040
AutoCAD SHX Text
3+060
AutoCAD SHX Text
3+080
AutoCAD SHX Text
3+100
AutoCAD SHX Text
3+120
AutoCAD SHX Text
3+140
AutoCAD SHX Text
30.0
AutoCAD SHX Text
31.0
AutoCAD SHX Text
29.5
AutoCAD SHX Text
30.5
AutoCAD SHX Text
31.5
AutoCAD SHX Text
200 AC WM
AutoCAD SHX Text
200 AC WM
AutoCAD SHX Text
200 AC WM
AutoCAD SHX Text
0+180
AutoCAD SHX Text
0+200
AutoCAD SHX Text
0+220
AutoCAD SHX Text
0+240
AutoCAD SHX Text
0+260
AutoCAD SHX Text
0+280
AutoCAD SHX Text
0+300
AutoCAD SHX Text
3+160
AutoCAD SHX Text
3+180
AutoCAD SHX Text
3+200
AutoCAD SHX Text
3+220
AutoCAD SHX Text
3+240
AutoCAD SHX Text
3+260
AutoCAD SHX Text
3+280
AutoCAD SHX Text
26.0
AutoCAD SHX Text
27.0
AutoCAD SHX Text
28.0
AutoCAD SHX Text
29.0
AutoCAD SHX Text
30.0
AutoCAD SHX Text
25.5
AutoCAD SHX Text
26.5
AutoCAD SHX Text
27.5
AutoCAD SHX Text
28.5
AutoCAD SHX Text
29.5
AutoCAD SHX Text
26.0
AutoCAD SHX Text
27.0
AutoCAD SHX Text
28.0
AutoCAD SHX Text
29.0
AutoCAD SHX Text
26.5
AutoCAD SHX Text
27.5
AutoCAD SHX Text
28.5
AutoCAD SHX Text
29.5
pryan
Text Box
RDN DWG. No. GN-L-GEN-222
of
Date:
Draw
n:
Scale:
Project N
um
ber:
DRAW
IN
G N
UM
BER:
Checked:
Date
#
REVISIO
N SCH
ED
ULE
NO
TES
814 Shorew
ood D
rive, Parksville, BC V9P 1S1
TEL(: 250) 248-3089 EM
AIL: info@
macdonaldgray.ca
ww
w.m
acdonaldgray.ca
March 26, 2020
NG
20-0260
2N
anaim
o, BC
Regional D
istrict of N
anaim
o
Greater N
anaim
o Pollution
THIS DRAWING IS NOT FINAL AND SHALL NOT BE USED
FOR CONSTRUCTION WORK UNTIL IT HAS BEEN
STAMPED AND SIGNED BY THE LANDSCAPE ARCHITECT
Issued for Tender
26M
AR2020
0
THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY
OF MACDONALD GRAY CONSULTANTS. REPRODUCTION OR USE FOR ANY
PURPOSE OTHER THAN THAT AUTHORIZED BY MACDONALD GRAY
CONSULTANTS IS FORBIDDEN
Control Centre Frontage W
orks
IRRIG
ATIO
N D
ETAILS
CM
1:250 m
etric
I-2
Section
Backflow PreventerNot to Scale
300
MIN
.
FLOW
1 2 3 4 9 8 10 12 13 9
8 8 11 8
8
5 9 14 7
15 PIPE FROM POINT OFCONNECTION OFF EXISTINGWATER MAIN
14" X 19" (355mm X 480mm)LOCKING VALVE BOX
LINE-SIZED BRONZE GATE VALVE
17" X 30" X 18" (430mm X760mm X 450mm) LOCKINGVALVE BOX
BRASS NIPPLE, (30cm) 12"LENGTH
BRASS TEE
BRASS REDUCING BUSHING,WITH 19mm HOSE BIB
BRASS NIPPLES, TYP. LENGTH ASREQUIRED
BRASS 90° ELL, TYP.
DOUBLE CHECK BACKFLOWPREVENTER. SEE IRRIGATIONLEGEND FOR MAKE AND MODEL.FOLLOW MANUFACTURER'SINSTALLATIONRECOMMENDATIONS
BRASS TEE
1" (25mm) QUICK COUPLINGVALVE WITH COVER, BRASSREDUCING BUSHING AND NIPPLEUSED FOR MAIN BLOWOUT
LIQUID FILLED PRESSURE GAUGE
19mm (3/4") MINUS DRAIN ROCK,100mm DEPTH MIN.
FINISHED GRADE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
ENSURE ALL DIMENSIONS AND CLEARANCESCOMPLY WITH MANUFACTURER'S INSTALLATIONRECOMMENDATIONS.
INSTALLATION MUST BE APPROVED BY LOCALPLUMBING INSPECTOR.
ALL MATERIALS TO BE IN ACCORDANCE WITHCURRENT BC PLUMBING CODES.
UTILITY BOX SHOWN FOR BACKFLOW PREVENTER ISDIAGRAMMATIC.
PROVISIONS FOR FREEZING WINTER CONDITIONSARE NOT SHOWN. WHERE CLIMATE REQUIRES THEYSHALL BE ADDED TO MEET THE REQUIREMETNS OFTHE CITY ENGINEER.
1.
NOTES:
2.
5.
4.
3.
6REF
ER T
O C
IVIL
PLA
NS F
OR 1
" (25m
m) IR
RIG
ATI
ON
WATE
R S
ERVIC
E
LIM
IT O
F LU
MP
SUM
PAYM
ENT
FOR IR
RIG
ATI
ON
Section
Gate ValveNot to Scale
VALVE BOX WITH BOLT DOWNCOVER
LINE-SIZED GATE VALVE, REFERTO IRRIGATION LEGEND
SCH. 40 PVC MALE ADAPTORTYP. OF (2) PLACES
PVC MAINLINE PIPE, REFER TOIRRIGATION PLAN
BRICK, (4) PLACES
4" (100mm) MIN. DEPTH OF 3/4"(19mm) MINUS WASHED GRAVEL
1
2
3
4
5
USE TEFLON TAPE ON ALLTHREADED FITTINGS
REFER TO IRRIGATION PLANS ANDLEGEND FOR ADDITIONALINFORMATION.
1.
NOTES:
1
2
3 6
4
5
6
450m
m (18")
MIN
.
100m
mM
IN.
2.
Section
TrenchingNot to Scale
450m
m (18")
CO
VER
OVER
MAIN
LINE
300m
m (12")
CO
VER
OVER
LATE
RAL
LINE
MIN
.
SURFACE MATERIAL TO MATCHADJACENT LANDSCAPE AREAS
COMPACTED BACKFILL TOMATCH ADJACENT BACKFILLBELOW REQUIRED DEPTH OFGROWING MEDIUM INLANDSCAPE AREAS
PVC PIPE, REFER TO IRRIGATIONPLAN
COMPACTED BEDDING MATERIALHAND-PLACED 50mm (2") MIN.ON ALL SIDES OF PIPE. BEDDINGMATERIAL TO BE FREE OFROCKS, OTHER DELETERIOUSMATERIAL
1
2
3
4
PARALLEL PIPES TO BE MIN. 50mmHORIZONTAL DISTANCE APART.
IRRIGATION PIPING TO BESEPARATED A MIN. OF 300mmFROM ELECTRICAL & OTHERUTILITIES.
