GENERAL PLAN OF SERVICING

Transcription

1 No. REVISIONS By Preston Street GENERAL PLAN OF SERVICING

2 T UTILITY LEGEND TRANSFORMER SERVICING LEGEND SANITARY MANHOLE C/W IDENTIFICATION TRANSFORMER C/W CONCRETE WINGS SANITARY SEWER C/W SIZE AND FLOW DIRECTION HYDRO SWITCHGEAR HYDRO MANHOLE STORM MANHOLE C/W IDENTIFICATION STORM SEWER - LESS THAN 900Ø C/W SIZE AND FLOW DIRECTION NOTES : BELL PEDESTAL BELL GRADE LEVEL BOX (l=600mm, w=1200mm, d=750mm) C/W 1.5 x 3.0m easement STORM SEWER - 900Ø AND GREATER C/W SIZE AND FLOW DIRECTION WATERMAIN C/W SIZE 1. ALL MATERIALS AND CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE CURRENT CITY OF OTTAWA STANDARD DRAWINGS & SPECIFICATIONS OR OPSD/OPSS IF CITY DRAWINGS AND SPECIFICATIONS DO NOT APPLY. BELL FIBER CABINET (l=1200mm, w=750mm, d=500mm) BELL CENTRAL SPLITTING POINTS (l=1175mm, w=1200mm, d=500mm) ROGERS PEDESTAL ROGERS VAULT (l=1000mm, w=1000mm, d=1200mm) C/W 1m x 2m easement STREET LIGHT C/W IDENTIFICATION STREET LIGHT DISCONNECT STREET LIGHT GROUNDING JOINT UTILITY TRENCH HYDRO CABLE AND DUCTS STREET CATCHBASIN C/W TOP OF GRATE ELEVATION CURB INLET CATCHBASIN C/W GUTTER GRADE ELEVATION DOUBLE CATCHBASIN C/W TOP OF GRATE ELEVATION DOUBLE CURB INLET CATCHBASIN C/W GUTTER GRADE ELEVATION CATCHBASIN MANHOLE C/W TOP OF GRATE ELEVATION DITCH INLET MANHOLE C/W TOP OF GRATE ELEVATION ICD LOCATION REAR YARD CATCHBASIN C/W TOP OF GRATE ELEVATION REAR YARD "TEE" CATCHBASIN C/W TOP OF GRATE ELEVATION 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION, SIZE, MATERIAL AND ELEVATION OF ALL EXISTING SERVICES AND UTILITIES PRIOR TO CONSTRUCTION AND SHALL PROTECT AND ASSUME RESPONSIBILITY FOR ALL UTILITIES WHETHER OR NOT SHOW ON THESE DRAWINGS. 3. FOR GEOTECHNICAL INFORMATION REFER TO GEOTECHNICAL REPORT COMMUNITY DESIGN PLAN GEOTECHNICAL INVESTIGATION FORMER CFB ROCKCLIFFE DEVELOPMENT OTTAWA, ONTARIO, FILE NO.: OE-OT PREPARED BY DST CONSULTING ENGINEERS. 4. FOR GEODETIC BENCHMARK AND GEOMETRIC LAYOUT OF STREET AND LOTS, REFER TO TOPOGRAPHICAL SURVEY AND PLAN OF SUBDIVISION PREPARED BY ANNIS O'SULLIVAN VOLLEBEKK. BENCHMARK BASED ON CAN--NET VIRTUAL REFERENCE SYSTEM NETWORK. 5. ROADWAY SECTIONS REQUIRING GRADE RAISE TO PROPOSED SUB GRADE LEVEL TO BE FILLED WITH ACCEPTABLE NATIVE EARTH BORROW OR IMPORTED OPSS SELECTED SUBGRADE MATERIAL IF NATIVE MATERIAL IS DEFICIENT AS PER RECOMMENDATION OF GEOTECHNICAL ENGINEER. BELL CABLE BELL DUCTS ROGERS CABLE REAR YARD "END" CATCHBASIN C/W TOP OF GRATE ELEVATION PERFORATED REAR YARD SUBDRAIN CSP CULVERT C/W SIZE 6. IN AREAS WHERE EXISTING GROUND IS BELOW THE PROPOSED ELEVATION OF SEWER AND WATERMAINS, GRADE RAISING AND FILLING IS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. AS PER CITY GUIDES ALL WATERMAINS IN FILL AREAS ARE TO BE TIED WITH RESTRAINING JOINTS AND THRUST BLOCKS. ROGERS DUCTS GASMAIN VALVE AND VALVE BOX VALVE AND VALVE CHAMBER 7. SILT FENCE TO BE ERECTED PRIOR TO EARTH WORKS BEING COMMENCED. SILT FENCE TO BE MAINTAINED UNTIL VEGETATION IS ESTABLISHED OR UNTIL START OF SUBSEQUENT PHASE. STREET LIGHT CABLE UTILITY DROP LOCATIONS FIRE HYDRANT C/W BOTTOM OF FLANGE ELEVATION WATERMAIN REDUCER 8. STRAW BALE SEDIMENT TRAPS TO BE PLACED AND MAINTAINED IN EXISTING AND CONSTRUCTED ROAD SIDE DITCHES. TRAPS TO REMAIN AND BE MAINTAINED UNTIL VEGETATION IS ESTABLISHED (IF APPLICABLE). CONCRETE ENCASED DUCT BANK C/W NUMBER OF DUCTS COMMUNITY MAILBOX PROPOSED TREE LOCATION VERTICAL BEND LOCATION SINGLE SERVICE LOCATION DOUBLE SERVICE LOCATION INFERRED BEDROCK (SEE GEOTECHNICAL REPORT) 9. FABRIC TO BE PLACED AND MAINTAINED UNDER COVER OF ALL CATCHBASINS. GEOTEXTILE FABRIC IN STREET CBs TO REMAIN UNTIL ALL CURBS ARE CONSTRUCTED. GEOTEXTILE FABRIC IN RYCBs TO REMAIN UNTIL VEGETATION IS ESTABLISHED. ALL CATCHBASINS TO BE REGULARLY INSPECTED AND CLEANED, AS NECESSARY, UNTIL SOD AND CURBS ARE CONSTRUCTED. 10. ALL CONNECTIONS TO EXISTING WATERMAINS ARE TO BE COMPLETED BY CITY FORCES. CONTRACTOR IS TO EXCAVATE, BACKFILL, COMPACT AND REINSTATE. ROOT MANAGEMENT BARRIER 100 YEAR STORM HYDRAULIC GRADE AT MANHOLE UNDERSIDE OF FOOTING ELEVATION (C/W LOT #) 11. ALL LEADS FOR STREET CB's TO AND CICB's CONNECTED TO MAIN SHALL BE 250mmØ PVC MIN 2% SLOPE UNLESS NOTED OTHERWISE. ALL LEADS FOR RYCB's CONNECTED TO MAIN SHALL BE 250mmØ PVC MIN 1% SLOPE UNLESS NOTED OTHERWISE. CLAY SEAL IN SEWER / WATERMAIN TRENCH 12. THESE DRAWINGS ARE NOT TO BE SCALED OR USED FOR LAYOUT PURPOSES. SEDIMENT EROSION LEGEND HEAVY DUTY SILT FENCE SNOW FENCE STRAW BALE CHECK DAM STRAW BALE CHECK DAM WITH FILTER CLOTH ROCK CHECK DAM FILTER CLOTH PLACED UNDER EXISTING CB COVER TEMPORARY MUD MAT 0.15m THICK 50mm CLEAR STONE ON NON WOVEN FILTER CLOTH GRADING LEGEND PROPOSED SWALE C/W FLOW DIRECTION PROPOSED DITCH C/W FLOW DIRECTION AND SLOPE SLOPE C/W FLOW DIRECTION MAJOR OVERLAND FLOW DIRECTION PROPOSED SPOT GRADE PROPOSED SWALE GRADE PROPOSED SWALE HIGH POINT 13. THE COMPO UTILITY PLAN HAS BEEN FOR CONFORMITY TO THE DESIGN CONCEPT FOR THE DEVELOPMENT AND FOR GENERAL ARRANGEMENT ONLY AND AS SUCH SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS OR OMISSIONS IN EITHER LAYOUT OR WORKMANSHIP. 14. THIS DRAWING IS A COMPILATION OF OTHER UTILITY DESIGNS AND DOES NOT INDICATE IN ANY WAY THAT THE PARTY SIGNING THIS DRAWING HAS DESIGNED OR APPROVED THE RESPECTIVE UTILITY PLANTS INDICATED ON THIS DRAWING. THE DRAWING WAS PREPARED TO BE USED AS REFERENCE ONLY AS PER REQUIREMENTS OF THE CITY OF OTTAWA. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE IT HAS REVIEWED THE CURRENT AND EXISTING DESIGNS BY HYDRO, STREET LIGHTING, BELL, CANADA POST, O.C. TRANSPO, CABLE TV AND ANY OTHER PARTIES INCLUDED BUT NOT MENTIONED AND COMPLETE THE INSTALLATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE STAKOLDER UTILITY DESIGNS. LOT CORNER GRADE C/W EXISTING GROUND FULL STATIC PONDING GRADE RETAINING WALL ROADWAY STRUCTURE: GENERAL LEGEND LIMIT OF CONSTRUCTION PHASING BARRIER CURB MOUNTABLE CURB PROPOSED TOP OF RETAINING WALL PROPOSED BOTTOM OF RETAINING WALL TERRACING 3:1 MAXIMUM UNLESS NOTED OTHERWISE PRESSURE REDUCING VALVE FINISHED FLOOR ELEVATION TOP OF FOUNDATION ELEVATION UNDERSIDE OF FOOTING ELEVATION ADDITIONAL RISERS REQUIRED MINIMUM UNDERSIDE OF FOOTING (Based on the higher of the sewer obverts, or hydraulic grade line) LOCAL ROAD :(690mm) 40mm - SUPERPAVE 12.5 LEVEL A ASPHALTIC CONCRETE - (PG58-28) SURFACE COURSE 50mm - SUPERPAVE 19.0 LEVEL A ASPHALTIC CONCRETE - (PG58-28) BINDER COURSE 150mm - OPSS GRANULAR "A" BASE 450mm - OPSS GRANULAR "B" TYPE II SUB-BASE COLLECTOR ROAD :(890mm) 40mm - SUPERPAVE 12.5 LEVEL C ASPHALTIC CONCRETE - (PG58-28) SURFACE COURSE 2x50mm - SUPERPAVE 19.0 LEVEL C ASPHALTIC CONCRETE - (PG58-28) BINDER COURSE 150mm - OPSS GRANULAR "A" BASE 600mm - OPSS GRANULAR "B" TYPE II SUB-BASE No. REVISIONS By DEPRESSED BARRIER CURB WALKOUT UNIT CONCRETE SIDEWALK TACTILE WALKING SURFACE INDICATOR PERMEABLE ASPHALT SIDEWALK / PATHWAY BUS STOP CONCRETE / ASPHALT F F F F NON-STANDARD FOUNDATION (Frost cover not provided for standard unit) BACKSPLIT UNIT (1.5m frost cover on footings) NOISE FENCE LOCATION NOISE FENCE GATE Preston Street EASEMENT C L 1.0m EASEMENT HOUSE HYDRO TRANSFORMER TELECOMMUNICATIONS PEDESTALS 0.6m JOINT UTILITY TRENCH INCLUDING STREET LIGHT STREET LIGHT HYDRANT GAS MAIN CATCH-BASIN CONCRETE CURB (SEE NOTE #3) SIDEWALK (IF REQUIRED) 4.0m 1.75m 17.5m R.O.W. 8.5m PAVEMENT 2.60m 5.0m DETAILS WATER SERVICE POST WATER SANITARY SEWER STORM SEWER PROPERTY CURB CURB PROPERTY S/W 0.65 NOTES: METRE RIGHT-OF-WAY WILL ONLY BE USED WHERE A MINIMUM SEPARATION OF 3.Om IS PROVIDED FROM A BUILDING STRUCTURE TO THE R.O.W. LIMIT. THIS 3.0m AREA IS TO BE CLEAR AND UNENCUMBERED OF ANY SUBSURFACE ENCROACHMENTS. 2. REFERENCE STANDARD NOTES ROAD ALLOWANCE (DGN:ROW-NOTES.) 3. CONCRETE CURBS MAY BE BARRIER TYPE OR MOUNTABLE TYPE, CATCH BASIN TYPE WILL SUIT CURB DESIGN. SEE SEWER DESIGN GUIDES FOR CATCH BASIN PREFERENCE. SECTION m 3.0m AT CATCH BASIN AND HYDRANT LOCATION THE GAS MAIN SHALL HAVE A MINIMUM 0.6m CLEARANCE FROM STRUCTURES. 5. SIDEWALK (IF REQUIRED) AND HYDRO TRANSFORMERS ARE TO BE LOCATED ON OPPO SIDE OF THE STREET. THE HYDRO TRANSFORMERS ARE TO BE PLACED ON THE OUTSIDE PORTION OF THE STREET ON CRESCENT AND CURVED ROADWAY. 6. STREET LIGHT AND SIDEWALK ARE TO BE LOCATED ON OPPO SIDE OF THE ROW. 7. TREES WILL NOT BE PLACED ON LOT THAT HAVE HYDRO TRANSFORMER. WHERE TREES ARE PERMITTED. THE PLACEMENT AND SPECIES OF TREES WILL BE DETERMINED ON A BY BASIS AND BE INCORPORATED IN THE LANDSCAPING PLAN. 8. FOR SINGLE LOADED ROAD, BOULEVARD ON SIDE WITH NO HOUSING MAY BE REDUCED TO A MINIMUM 1.5m. RESIDENTIAL ROAD 14.5m ROAD ALLOWANCE DATE: - REV. DATE: JULY 2010 DWG No.: ROW-14.5 NOTES: 17.5m RIGHT OF WAY WILL BE USED TO CONNECT WITH THE EXISTING ANJANA CIRCLE IN PHASE 2. SECTION RESIDENTIAL ROAD 17.5m ROAD ALLOWANCE DATE: - REV. DATE: JUNE 1999 DWG No.: ROW

3 98 98 No. REVISIONS By Preston Street T ROAD GRADE ROAD GRADE STREET 1 TOP OF WATERMAIN TOP OF WATERMAIN HORIZ. SCALE STM SEWER INVERT STM SEWER INVERT VERT. SCALE 1:50 SAN SEWER INVERT SAN SEWER INVERT STATION STATION

4 TOP OF SWALE BOTTOM SWALE PROPERTY BOTTOM SWALE TOP OF SWALE SPECIFIED REAR YARD GRADE SPECIFIED PROPERTY GRADE EXISTING GROUND BOTTOM OF SWALE GRADE * UNLESS OTHERWISE NOTED (0.30m MAX,) REVISIONS No. By A A T GRADING PLAN GRADING DETAIL 1:

5 LEGEND : PONDING AREA EMERGENCY FLOW ROUTE POND AREA # 1 POND AREA NUMBER POND ELEVATION (m) 0.24 POND DEPTH (m) REVISIONS No. By A A T PONDING PLAN

6 STORM DRAINAGE AREA PLAN 1:

7 PHASE 2 No. REVISIONS By Preston Street SANITARY DRAINAGE AREA PLAN 1 :

8 LIGHT DUTY SILT FENCE AS PER OPSD SNOW FENCE STRAW BALE CHECK DAM AS PER OPSD FILTER CLOTH PLACED UNDER EXISTING CB COVER TEMPORARY MUD MAT 0.15m THICK 50mm CLEAR STONE ON NON WOVEN FILTER CLOTH REVISIONS No. By EROSION AND SEDIMENTATION PLAN