X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X RIVER ROAD EAST BECK STREET U/G PARKING ENTRY PROPOSED 4-STOREY APARTMENT BUILDING 1368.86 m2 F.F 182.80 U/G PARKING 179.70 6.0 m ZONING SETBACK PROPOSED CONC. SIDEWALK APARTMENT ENTRY TRANSFORMER LANDSCAPING / DINING PICNIC AREA ENTRY GATE BELOW GRADE 'ENVIROWIRX' GARBAGE STOR. FENCE GATED ENTRY 17 PARKING SPACES WALKWAY TO BOAT-SLIP U/G PARKING - 40 CARS SURFACE PARKING 17 CARS RAMP DN 1 2 3 4 5 6 7 8 9 14 15 16 17 10 11 12 13 PROPOSED CONC. SIDEWALK PINESTONE ENGINEERING LIMITED | www.pel.
SAN MH#136 TOP 181.00 E INV 178.00 W INV 177.98 S INV 178.33 N INV 178.13
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EX. SAN MH#137 TOP 181.06 E INV 178.08 W INV 178.06
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#96 1 STY HOUSE
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EDGE OF WATER
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EDGE OF WATER
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EX. SAN MH TOP 181.05 W INV 178.48 S INV 178.39
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EX.STM MH TOP 181.04 W INV 179.15 N INV 179.11 S INV 179.12
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EDGE OF ASPHALT
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EX. 600 SAN
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EX. 600 SANITARY @
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EX. 250 PVC STM
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EX. STM
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EX. 300 PVC STM
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EX. 400 CMP STM
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EX. 600 SAN
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EX. CB TOP 180.88 W INV 180.07
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EX CB TOP 180.85 E INV 179.92 W INV 179.92 S/E INV 179.92
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EX. 250 SAN
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EX. 200 SAN
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EX. 300 PVC STM
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EX. 450 CMP STM
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EX. 450 CMP STM
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EX. 200 SAN
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EX CB#1 T/G 180.76 E INV.179.47
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CB (FULL) INV NOT POSSIBLE
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EX.450 CMP STM
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EX.CB TOP 180.85 N INV 179.46 E INV 179.50 S INV 179.46
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SWALE
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SWALE
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EX. 450 CMP OUTLET INV 178.68
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BHP
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EX.CB
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F.F.181.59
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HYD
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EX.HYD
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HP
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BHPLSTV
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HPLS
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THPTV
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FD. IB
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FD. IB
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FD. IB
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SIGN
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SIGN
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SIGN
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SIGN
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FD. SIB
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FD. SIB
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FD. SIB
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FD. SIB
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FD. SIB
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FD. SIB
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FD. SIB
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FD. SIB
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Water Level = 176.07
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EX.WV
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WV
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WV
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CLF
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EX. 450%%C CMP
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BM#2
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CLF
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CLF
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BM#1
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Water Level = 176.08
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EX. 450%%C CMP
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EX.CB
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ST/GUIDE DELINEATOR
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EX.WV
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EX.CSV
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EX.CSV
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EX. CSV
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EX. CSV
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EX. CSV
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EX. CSV
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EX. CSV
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EX. 350mm%%C WATERMAIN
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EX. CSV
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EX.CSV
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EX. 350mm%%C WATERMAIN
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EX. 350mm%%C WATERMAIN
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FLOODLINE 178.00
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TERRACE
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TERRACE
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TERRACE
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TERRACE
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TERRACE
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TERRACE
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BALCONY
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T
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TERRACE
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TERRACE
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TERRACE
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TERRACE
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H&V
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13.5m 150mm PVC DR.35SANITARY @ 1.0%
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200mm DOMESTICWATER SERVICE
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TERMINATE BUILDING SERVICES 1.5m FROM BULDING ENVELOPE
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13.5m 150mm PVC DR.35SANITARY @ 1.0%
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SANMH(1200mm )T/G 180.40 S INV.178.71 E INV.178.74
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45°BEND
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45°BEND
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SAN INV.178.88
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WAT INV.178.75
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CONNECT TO EXISTING 150mm SANITARY SERVICE AT PROPERTY LINE INV.178.58 (TO BE CONFIRMED PRIOR TO CONSTRUCTION)
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V&B
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CONNECT TO EXISTING WATERMAIN WITH TAPPING SLEEVE AND VALVE
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SITE SERVICING PLAN
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PROPOSED SANITARY MANHOLE
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PROPOSED CATCHBASIN
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CURB STOP VALVE
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%%ULEGEND
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EX. HP/LS
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EX. HYDRANT
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EX. VALVE AND BOX
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EX. SANITARY MANHOLE
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CONTOUR
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246.00
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OVERHEAD HYDRO WIRE
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OH
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OH
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EX. STORM MANHOLE
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EX. CATCHBASIN
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1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.
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2. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH TOWN OF WASAGA BEACH STANDARDS AND
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OPSS. WHERE INCONSISTANCY OCCURS, TOWN STANDARDS GOVERN.
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3. CLEARSTONE WRAPPED IN FILTER FABRIC MAY BE SUBSTITUTED FOR PIPE BEDDING MATERIAL IF
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APPROVED BY THE ENGINEER.
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4. DEWATERING TO BE CARRIED OUT IN ACCORDANCE WITH OPSS-517 AND 518. THE OWNER IS
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RESPONSIBLE FOR OBTAINING DEWATERING PERMITS AS REQUIRED TO MAINTAIN DRY TRENCH
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CONDITIONS.
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5. UNDERGROUND UTILITIES TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO
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COMMENCEMENT OF CONSTRUCTION
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6. HYDRO POLES TO BE SUPPORTED AND PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION
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AS DIRECTED BY WASAGA DISTRIBUTION INC. AND BELL CANADA
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7. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH UTILITIES WHICH MAY ALSO BE UNDER
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CONSTRUCTION
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8. EXISTING GAS MAIN TO BE PROTECTED IN ACCORDANCE WITH ENBRIDGE GAS SPECIFICATIONS.
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9. ALL EXISTING PAVED PRIVATE ENTRANCES TO BE REINSTATED WITH 50mm HL3 SURFACE COURSE
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AND 150mm GRANULAR 'A' BASE TO THE LIMITOF CONSTRUCTION.
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10. ALL EXISTING GRAVEL OR GRASSED PRIVATE ENTRANCES TO BE REINSTATED WITH 150mm
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GRANULAR 'A' BASE TO LIMITS OF CONSTRUCTION AND 50MM HL3 TO 2.8m BEHIND CURB.
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11. ALL COMMERCIAL ENTRANCES TO BE REINSTATED WITH 50mm HL3 SURFACE COURSE, MATCH
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EXISTING ASPHALT BASE COURSE(S), 150mm GRANULAR 'A' BASE AND 150mm GRANULAR 'B'
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SUBBASE TO LIMITS OF CONSTRUCTION.
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12. JOINTS WITH EXISTING ASPHALT TO BE SAW CUT PRIOR TO PLACING NEW ASPHALT; DENSO
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REINSTATEMENT TAPE SHALL BE USED AT THE JOINT. SURFACE ASPHALT JOINTS TO HAVE MIN.
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0.5m WIDE LAP JOINT.
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13. ALL BOULEVARDS AND DISTURBED AREAS TO HAVE 100mm SCREENED TOPSOIL AND NURSERY
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SOD UNLESS OTHERWISE NOTED.
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14. PAVED BOULEVARD AREAS TO BE REINSTATED WITH 50mm HL3 SURFACE COURSE ASPHALT AND
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150mm GRANULAR 'A' WHERE NOTED.
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15. ACCESS TO BUSINESS AND RESIDENTIAL PROPERTIES MUST BE MAINTAINED AT ALL TIMES.
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16. THE CONTRACTOR MUST GIVE MIN. 48 HOURS NOTICE TO THE TOWN OF WASAGA BEACH PUBLIC
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WORKS DEPARTMENT THROUGH THE TOWN ENGINEER FOR OFFICIALS TO BE PRESENT FOR THE
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OPERATION OF VALVES, TESTING, DISINFECTION AND CONNECTION OF WATERMAIN AND TESTING
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OF SEWERS.
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17. EARTH FILL MATERIAL UP TO AND INCLUDING SUBGRADE TO BE COMPACTED TO 95%%% STANDARD
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PROCTOR MAXIMUM DRY DENSITY (SPMDD). GRANULAR BASE AND SUB-BASE TO BE COMPACTED
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TO 100%%% SPMDD. HOT MIX ASPHALT TO BE COMPACTED TO 97%%% SPMDD.
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18. MINIMUM VERTICAL SEPARATION OF 150mm BETWEEN SEWERS AT CROSSINGS.
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19. PRIOR TO THE COMMENT OF ON-SITE WORKS, INCLUDING TREE REMOVAL OR ROUGH GRADING,
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THE REQUIRED TREE HOARDING AND TREE PROTECTION BARRIERS/FENCING IS TO BE INSTALLED
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AROUND THE TREE(S) IDENTIFIED AS BEING RETAINED PER THE TREE PRESERVATION PLAN (TIPP-01)
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1. ALL MATERIALS SHALL BE CSA CERTIFIED.
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2. ALL WATERMAIN TO HAVE MINIMUM 1.7m COVER OR APPROVED EQUIVALENT FROST
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PROTECTION WITH INSULATION.
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3. BEDDING AND BACKFILL IN ACCORDANCE WITH OPSS-701.
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4. WATERMAIN TO BE PVC DR18.
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5. PVC PIPE INSTALLATION TO INCLUDE 12awg TWH SOLID PLASTIC COVERED TRACER WIRE,
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TWU 75°C 600V OR APPROVED EQUAL. TRACER WIRE CONTINUITY MUST BE TESTED &
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CERTIFIED BY PUBLIC WORKS STAFF.
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6. CATHODIC PROTECTION (S-12 ZINC ANODES @ 30m SPACING) TO BE PROVIDED IN
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ACCORDANCE WITH OPSS-702 AS REQUIRED BY THE GEOTECHNICAL REPORT.
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7. CLASS 'B' BEDDING AS PER OPSD-802.030 (RIGID PIPE) OR BEDDING AS PER OPSD-802.010
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(FLEXIBLE PIPE) USING GRANULAR 'A'.
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8. THRUST PROTECTION SHALL BE PROVIDED USING MECHANICAL JOINT FITTINGS AND
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RESTRAINERS.
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9. VALVES TO BE MUELLER "55" RESILIENT SEATED, OR APPROVED EQUAL, LEFT HAND
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OPENING COMPLETE WITH SLIDE TYPE VALVE BOXES 125mm DIA. WITH LID MARKED WATER.
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10. WATER SERVICES TO BE PE160 OR TYPE 'K' COPPER COMPLETE WITH MAIN STOP;
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MAIN STOP (CANADIAN BRASS 102 COMPRESSION OR EQUAL),
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19mmØ CURB STOP (MUELLERH15008 COMPRESSION OR EQUAL),
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25mmØ CURB STOP (MUELLER MARK II ORISEAL),
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SERVICE BOXES (MUELLER A-726 AS PER OPSD-1104.010.
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SERVICES TO INCLUDE TRACER WIRE TO PROPERTY LINE AND BROUGHT TO SURFACE ON
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THE OUTSIDE OF THE WATER VALVE.
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11. WHERE RESIDENTIAL WATER SERVICES ARE TO BE ABANDONED, EXPOSE MAIN STOP,
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CLOSE AND DISCONNECT SERVICE PIPE, AND SALVAGE THE CURB STOP AND RETURN TO
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PUBLIC WORKS YARD.
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12. ALL WATERMAINS AND SERVICES SHALL BE BACKFILLED WITH APPROVED SITE MATERIAL.
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ALL BACKFILL SHALL BE COMPACTED TO 95%%% MAXIMUM DRY DENSITY AS PER OPSS 514. ALL
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GRANULAR ROAD BASE SHALL BE COMPACTED TO 100%%% MAXIMUM DRY DENSITY.
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13. EXISTING SERVICE LOCATIONS TO BE VERIFIED IN THE FIELD.
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14. HYDRANT TO BE CANADA VALVE "CENTURY" TYPE AVK 2780, OR CLOW "PREMIER D-67-M"
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WITH MECHANICAL JOINT ENDS, WITH 2-50mm PORTS AND FACTORY INSTALLED STORZ
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FITTING PER OPSD-1105.010, INCLUDING GALVANIZED CHAIN CONNECTION FOR CAPS.
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15. TESTING CONNECTION TO THE MUNICIPAL WATER SYSTEM SHALL BE PER TOWN STD. DWG.
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NO.13.
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16. MINIMUM VERTICAL SEPARATION 500mm BETWEEN WATERMAINS AND SEWERS. MINIMUM
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HORIZONTAL SEPARATION OF 2.5m BETWEEN WATERMAINS AND SEWERS.
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17. WATERMAINS SHALL BE SWABBED, FLUSHED, DISINFECTED AND TESTED IN ACCORDANCE
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WITH OPSS 701 WITH TOWN OFFICIALS PRESENT.
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18. DISINFECTING OF WATERMAINS SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF
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AWWA C651-05 SPECIFICATIONS.
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INDIVIDUAL WATER METERS TO BE INSTALLED FOR EACH UNIT TOWN STD. 14A
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1. ALL MATERIALS SHALL BE CSA CERTIFIED.
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2. STORM SEWER SHALL BE CONCRETE 50-D (OR AS REQ'D.), OR PVC 320 KPa PIPE STIFFNESS.
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3. CLASS 'B' BEDDING AS PER OPSD-802.030 (RIGID PIPE) OR BEDDING AS PER OPSD-802.010
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(FLEXIBLE PIPE) USING GRANULAR 'A'. USE SELECT NATIVE MATERIAL COMPACTED TO 95%%%
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MAXIMUM DRY DENSITY FOR COVER MATERIAL.
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4. CATCHBASINS & MANHOLES TO BE BACKFILLED WITH SELECT NATIVE MATERIAL AND
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COMPACTED TO 95%%% MAXIMUM DRY DENSITY.
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5. STEPS AS PER OPSD-405.010 HOLLOW CIRCULAR ALUMINUM.
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6. CATCHBASIN LEADS; - 300mm DIA. FOR SINGLE AND DOUBLE CATCHBASINS.
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7. CATCHBASIN FRAMES AND COVERS PER OPSD 400.020.
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8. STORM SEWER SHALL BE CCTV INSPECTED.
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1. ALL MATERIALS SHALL BE CSA CERTIFIED.
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2. SANITARY SEWER TO BE SDR 35 PVC PIPE.
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3. BEDDING AS PER OPSD-802.010 USING GRANULAR 'A' COMPACTED TO 95%%% MAXIMUM DRY DENSITY. USE SELECTED
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SITE MATERIAL FOR BACKFILL COMPACTED TO 95%%% MAXIMUM DRY DENSITY.
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4. 125mmØ AND 150mmØ SANITARY SERVICE LATERALS TO BE SDR 28 PVC PIPE. CLEANOUT TO BE INSTALLED AT ALL
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125mmØ SERVICES OVER 15m IN LENGTH AND AT ALL 150mmØ SERVICE CONNECTIONS.
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5. LOT SERVICE LOCATIONS TO BE VERIFIED BY CONTRACTOR.
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6. MH'S PER OPSD-701.010 WITH FROST STRAPS PER OPSD-701.100 WITH "QUICK ANCHORED" BOLTS.
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7. FRAMES AND COVERS PER OPSD-401.010 TYPE 'A'.
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8. MH BENCHING PER OPSD-701.021 AND STEPS PER OPSD-405.010 CIRCULAR ALUMINUM.
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9. SANITARY SEWER TESTING SHALL INCLUDE INFILTRATION, EXFILTRATION, DEFLECTION (MANDREL) AND CCTV.
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N.T.S.
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CL
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0.15m
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0.15m
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0.15m
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STM PIPE
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GRANULAR
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BACKFILL
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0.15m
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63mm (25") CEL FORT 200 TYPE III
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INSULATION BY CELFORTEC OR
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EQUIVALENT.
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%%UKEY MAP
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NORTH ARROW
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PROJECT NO.
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REVISION
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DRAWING NO.
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DRAWN BY:
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SCALE:
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CHECKED
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DESIGN BY:
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DRAWING TITLE
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DATE:
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NO.
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YY.MM.DD
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REVISION
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BY
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17-11302-B
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0
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JUNE 2017
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1:250
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B.V.
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J.L.
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J.V.
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CLIENT/PROJECT
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SEAL
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%%UNOTES
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%%UBENCHMARK
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BM#2 TOP OF HYDRANT ON THE NORTH SIDE OF RIVER ROAD EAST IN FRONT OF HOUSE #96 ELEVATION 182.227m
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60-90 RIVER ROAD WASAGA BEACH
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1. TOPOGRAPHIC SURVEY COMPLETED BY BY R.J. BURNSIDE TOPOGRAPHIC SURVEY COMPLETED BY BY R.J. BURNSIDE AND ASSOCIATES DATED APRIL 16 2013. 2. SITE PLAN PREPARED BY ISM ARCHITECTS DATED MARCH SITE PLAN PREPARED BY ISM ARCHITECTS DATED MARCH 17 2017.
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The position of existing above ground and underground utilities and facilities are not necessarily shown on the drawings, and where shown, the accuracy of the position of such utilities and facilities is not guaranteed. Before starting work, the contractor shall confirm the exact location of all existing utilities and facilities, and shall assume all liability for damage to them Drawings shall not be used for construction unless sealed and signed. All work to be performed in accordance with the Occupational Health & Safety Act 1990. Any errors and/or omissions shall be reported to Pinestone Engineering Ltd. without delay.
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NOTTAWASAGA BAY
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SITE
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BECK ST
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RIVER ROAD EAST
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RIVER ROAD WEST
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MAIN ST.
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BELLS PARK RD.
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ZOO PARK RD.
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BM#1 SPIKE IN NORTH FACE OF THPTV, ON NORTH SIDE OF RIVER ROAD EAST 40m EAST OF BECK STREET ELEVATION 181.460m
