PART 1 PART 5 PART 6 PART 7 PART 8 BLDG 'A' INDUSTRIAL / WAREHOUSE 32,490.92 m 2 (349,729.57 sqft) OFFICE OFFICE LINE OF FUTURE ROAD WIDENING 3m LANDSCAPE BUFFER STRIP 15 m FRONT YARD SERTBACK CONCRETE APRON CONCRETE APRON LANDSCAPE AREA 4.5 m SCREEN WALL CONCRETE APRON CONCRETE APRON ORR ROAD ALIGNMENT PROPOSED FUTURE 0.30 RESERVE LANDS. LANDS. CONC. WALK CONC. WALK LANDS. LANDSCAPED AREA LANDS. M E FFE 95.20 LANDS. CONC. WALK HT HYDRO TRANSFORMER W/ 2.16m x 3.98m CONC. PAD FIRE ROUTE FIRE ROUTE FIRE ROUTE FIRE ROUTE FIRE ROUTE 1 1 2 2 13 13 14 14 15 15 16 16 6 6 5 5 3 3 12 4 4 1850mm (6.0ft) Site: Surcharge - Clays Infill: Granular 100kPa (2100 psf) Effective kPa (lb/sq.ft) Cohesion NR - Not Required Soil Notes NR 13 (270) NR NR 20 (127) Soil Region Foundation Design Specific Soil Information Effective kN/cu.m (lb/cu.ft) Internal Friction Moist Unit (by USCS) Description Weight Angle 28 CL 22 (140) 39 GW Base NR NR see infill Drainage GP 36 18 (115) Infill / Retained Angular 3/4" clear stone (no fines) Inorganic Clays Low Plasticity Well graded, free draining Granular Placed in 150mm (6") lifts and compacted to 95% SPD. Angular drain stone placed at 1H:1V from heel of wall as shown Allowable bearing cap.must exceed Crushed Gravel (free draining) compacted to 98% SPD. Gravel infill must be gap graded, angular, free drain w/ no fines. System Retaining Wall Design Specific Geometric Information mm (in) of Wall Batter Maximum Height kPa (lb/sq.ft) Max. Surcharge Maximum Slope Above Wall Above Wall 7.12 Base Dimension mm (in) mm (in) Compacted Embedment Depth of N/A N/A None Maximum Slope and Manufacturer kN/m (lb/ft) Geogrid LTDS Below Wall Minimum Geogrid Type Sonoma Stone 750 1850 (73) Horizontal Pedestrian Surcharge 2.4 kPa (50 lb/sq.ft) 185 (7) 1120 x 186 (44 x 7) Retaining Wall Gravity Section TYPICAL SECTION - NOT FOR CONSTRUCTION Sonoma R Stone 750 ® Notes: 1. This design meets or exceeds the minimum factors of safety required by Risi Stone Systems based on the design parameters listed above. The analysis was performed as outlined in the National Concrete Masonry Association Design Manual for Segmental Retaining Walls, Third Edition. This is a typical, non site-specific Design. 2. No analysis of global stability, total or differential settlement, or seismic effects has been performed. 3. This design is only provided to illustrate the general arrangement of the SRW structure for preliminary costing and feasibility purposes only. This drawing is not for construction. A qualified Engineer must be retained to provide the 4. Structures such as handrails, guardrails, fences, terraces, and site conditions such as water applications, drainage and soil conditions, additional live and dead loads, etc., have significant effects on the wall design and have not been taken into account in this typical section. When accounted for in the Final Design, other conditions and elements may result in additional design measures (geogrid, drainage, etc) and cost. Final Design prior to construction. 1-800-626-9255 www.risistone.com retaining wall systems RisiStone Soil Filter Cloth Compacted Granular Base Sonoma Stone Sonoma Stone 375/750 with Filter Sock [conn. to positive outlet] Perforated Drain Standard Unit Coping Unit Infill/Retained Soil Foundation SN2GBQAI185 APR 9/2021
ROOF DRAINS TO BE ZURN Z-105-5-ERC WITH A TOTAL OF 70 NOTCHES DISTRIBUTED BETWEEN THE DRAINS. EACH NOTCH TO BE RATED AT 93 l/min. TOTAL ROOF FLOW = 108.5 l/s
100 YEAR AND REGIONAL FLOODLINE INFORMATION TAKEN FROM PLAN PREPARED BY MMM GROUP PROJECT NUMBER 6556-0100 DWG. 10. DATED June 2014.
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CONTRACTOR TO BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL EXISTING UNDERGROUND AND ABOVE UTILITIES AND SERVICES. THE CONTRACTOR SHALL ADVISE THE ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION. VARIOUS UTILITIES CONCERNED TO BE GIVEN REQUIRED ADVANCED NOTICE PRIOR TO ANY DIGGING, FOR STAKE OUT. A.M. CANDARAS ASSOCIATES INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF EXISTING UTILITIES AS INDICATED ON THIS DRAWING.
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100YR STORMWATER PONDING AREA ELEV. 94.00
PA
RT
1
PA
RT
2
PA
RT
4
PA
RT
3
CONCRETE APRON CONCRETE APRON
LA
ND
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BLDG 'B'
INDUSTRIAL / WAREHOUSE
28,972.27 m
2
(311,854.96 sq ft)
120m
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CONCRETE APRON CONCRETE APRON
OFFICE
OFFICE
LANDS.
CONC. WALK
LANDS.
LA
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CONC. PAD
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FIRE ROUTE
13 13
14 14
7 7
6 6
88
99
10
10
12
12
11
11
APR 9/2021
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EXISTING GROUND
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P
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L
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WATERCOURSE EASEMENT
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MATCH EXISTING
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94.43
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EX
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94.20
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94.40
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T/C
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SECT 175 REG HWL 93.56
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EXISTING GROUND
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P
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L
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WATERCOURSE EASEMENT
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FFE 95.20
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SECT 220 REG HWL 94.22
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95.27
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EX
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95.15
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T/C
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95.00
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94.70
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94.90
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T/C
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94.75
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CB
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EXISTING GROUND
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WATERCOURSE EASEMENT
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REG HWL 94.55
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SECT 235
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FFE 95.20
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94.63
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94.90
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T/C
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94.75
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94.70
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CB
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3:1 TO MATCH EX
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95.00
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95.15
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T/C
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EXISTING GROUND
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TRACKS
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CN RAILWAY LANDS
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94.98
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95.90
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3:1
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95.10
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94.90
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94.15
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94.10
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95.90
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94.35
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B/W
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95.63
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CN RAILWAY LANDS
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REG HWL 94.98
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SECT 252
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FFE 95.20
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95.29
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95.60
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T/C
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95.45
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95.40
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TOP OF FOUNDATION WALL 95.80
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95.60
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95.57
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WATERCOURSE EASEMENT
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SECT 260 REG HWL 95.12
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FFE 95.20
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TOP OF FOUNDATION WALL 95.80
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3:1 TO MATCH EX
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95.90
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95.80
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95.60
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T/C
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EX FILL PILE TO BE REMOVED
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94.30
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RETAINING WALL
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94.55
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95.31
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CN RAILWAY LANDS
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WATERCOURSE EASEMENT
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94.88
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94.95
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SECT 200 REG HWL 93.74
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MATCH EXISTING
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CANADIAN NATIONAL RAILWAY COMPANY
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GRAVEL
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GRAVEL
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GRAVEL
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CONCRETE
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BRIDGE
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SWALE
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DITCH
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DITCH
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LIMIT BETWEEN LOTS 1 AND 2, CONCESSION 3, SOUTH OF DUNDAS STREET
ROOF DRAINS TO BE ZURN Z-105-5-ERC WITH A TOTAL OF 65 NOTCHES DISTRIBUTED BETWEEN THE DRAINS. EACH NOTCH TO BE RATED AT 104.5 l/min. TOTAL ROOF FLOW = 100.8 l/s
100 YEAR AND REGIONAL FLOODLINE INFORMATION TAKEN FROM PLAN PREPARED BY MMM GROUP PROJECT NUMBER 6556-0100 DWG. 10. DATED June 2014.
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LEGEND
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STORM MANHOLE
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SANITARY MANHOLE
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VALVE AND BOX
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HYDRANT AND VALVE
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CATCHBASIN
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CATCHBASIN MANHOLE
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REGIONAL FLOODLINE
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SECTION NUMBER
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OVERLAND FLOW ROUTE
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WATER METER
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M
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93.54 REGIONAL 93.30 100 YEAR
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170
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REGIONAL FLOODLINE ELEVATION
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100YEAR FLOODLINE ELEVATION
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EXISTING ELEVATION
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EXISTING ELEVATION
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120.00
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118.02
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PROPOSED ELEVATION
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PROPOSED TOP OF CURB ELEVATION
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PROPOSED BOTTOM OF WALL ELEVATION
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PROPOSED SWALE ELEVATION
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TC
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BW
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SW
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120.00
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120.00
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120.00
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120.00
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PROPOSED TOP OF WALL ELEVATION
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TW
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120.00
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CONTRACTOR TO BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL EXISTING UNDERGROUND AND ABOVE UTILITIES AND SERVICES. THE CONTRACTOR SHALL ADVISE THE ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION. VARIOUS UTILITIES CONCERNED TO BE GIVEN REQUIRED ADVANCED NOTICE PRIOR TO ANY DIGGING, FOR STAKE OUT. A.M. CANDARAS ASSOCIATES INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF EXISTING UTILITIES AS INDICATED ON THIS DRAWING.