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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17-11306.1-B
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RM-1
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1
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NOVEMBER 2018
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1:250
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J.V.
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G.N.
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J.V.
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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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%%UKEY MAP
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%%UNOTES
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EXISTING CONDITIONS AND REMOVALS PLAN
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%%UBENCHMARK
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TBM#1 TOP OF IB IN NORTHWEST CORNER OF PROPERTY ELEVATION 314.30
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%%USITE
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ESSA ROAD
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MAPLETON
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AVE
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HARVIE RD
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VETERANS DR
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1. TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED BY AZIZ SURVEYORS INC. APRIL 6 2017, 2. SITE PLAN PROVIDED BY PATRICK MARKUS LUCKIE SITE PLAN PROVIDED BY PATRICK MARKUS LUCKIE ARCHITECT. 3. REFER TO SOILS REPORT PREPARED BY PETO MacCALLUM REFER TO SOILS REPORT PREPARED BY PETO MacCALLUM LTD. FOR BOREHOLE DETAILS. 4. REFER TO DRAWING ESC-1 FOR SITE DISTURBANCE LIMITS. REFER TO DRAWING ESC-1 FOR SITE DISTURBANCE LIMITS. 5. EXISTING ON-SITE SEWAGE SYSTEMS TO BE PUMPED PRIOR EXISTING ON-SITE SEWAGE SYSTEMS TO BE PUMPED PRIOR TO REMOVAL.
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521 AND 525 ESSA ROAD RESIDENTIAL DEVELOPMENT
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MAPLEVIEW DR.
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%%UHORIZONTAL CONTROL MONUMENTS
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%%UU.T.M. (ZONE 17) NAD 83
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ELEVATIONS SHOW GEODETIC DRIVEN FROM CITY OF BARRIE BENCHMARK #03120030016 ELEVATION, 314.967. BEARINGS HERE IN ARE GRID BEARINGS ARE DERIVED FROM CONTROL MONUMENTS 031950003 (N=4910748.411, E=603095.546) AND ARE REFERRED TO CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE IN ZONE, 17 AND ARE BASED ON NAD83) BENCHMARK V010865470 300.3254 - CONCRETE HEADWALL ON EASTSIDE OF RED FERN AVENUE, 0.15km NORTH OF DYER ROAD. TABLET IS SET HORIZONTALLY IN THE EAST FACE, 16.3m EAST OF CENTERLINE OF ROAD, 52cm WEST OF SOUTH END, 42 cm BELOW THE TOP
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LIMIT OF EXISTING VEGETATION
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EXISTING TREE
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BH-1
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APPROXIMATE BOREHOLE LOCATION
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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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DITCH CENTERLINE
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CONTOUR
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246.00
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OVERHEAD HYDRO WIRE
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HW
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HW
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EX. STORM MANHOLE
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EX. TRAFFIC LIGHT
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EX. SIGN
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EXISTING FENCE
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EX. CATCHBASIN
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NOTE: EXISTING WELLS ON THE PROPERTY SHALL BE DECOMMISSIONED IN ACCORDANCE ONTARIO REGULATION 903. CONFIRMATION OF WELL DECOMMISSIONING TO BE PROVIDED TO ENGINEER AND CITY OF BARRIE
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NOTE: EXISTING SERVICES ARE TO BE REMOVED AS PER THE CITY OF BARRIE ENGINEERING STANDARDS. REFER TO SITE SERVICING DRAWING SERV-1 FOR DETAILS.
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EXISTING ASPHALT SURFACE
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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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1
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19.06.06
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REVISED PER CITY COMMENTS
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G.N.
C
L
F
CLF
CLF
PINESTONE ENGINEERING LIMITED | www.pel.ca
D
:
9
1
4
m
m
W
:
6
1
0
m
mL
:
6
1
0
m
m
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LP
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EX. 3.0m WIDE ASPHALT MULTI-USE PATH
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DRIVEWAY
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EXIST.
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CURB CUT
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EXIST.
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CURB CUT
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CURB
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SIGN
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SIGN
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0.15%%C
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EX. LP
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EX. LP
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EX. LP
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ESSA ROAD
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DWELLING
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1 STOREY
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# 525
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BRICK
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DS=315.47
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DWELLING
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1 STOREY
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# 521
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BRICK
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DS=315.08
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SHED
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SHED
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SHED
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SHED
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EX. POOL
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DECK
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DECK
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EAV=317.44
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RF=318.57
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PORCH
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EX. PORCH
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EX. LP
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HEDGE
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FRAME
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LOT 10
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PIN 58918-0058 (LT)
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PIN 58918-0761 (LT)
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LOT 11
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LOT 12
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LOT 9
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LOT 14
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REGISTERED PLAN 1080
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BLOCK 182
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PLAN 51 R- 28122
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S-E CORNER
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OF LOT 10
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7 (2.14m) WIDENING BY REGISTERED PLAN 1080
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PART 4,
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PART 87
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PART 88
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PART 89
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PART 90
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PART 91
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PART 92
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PART 93
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PART 94
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PART 95
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PART 79,
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PART 78,
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PART 77,
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PART 76
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PART 75
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PART 74
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PART 73
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PART 72
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BLOCK 185
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PLAN 51M-606
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PLAN 51R-31710
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PART 3
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PART 2
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PART 1
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PART 1
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PLAN 51R-36772
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0.30m
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PIN 58918-0746 (LT)
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PIN 58918-0347 (LT)
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PIN 58918-0346 (LT)
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PIN 58918-0345 (LT)
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PIN 58918-0344 (LT)
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PIN 58918-0281 (LT)
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PIN 58918-0362 (LT)
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PIN 58918-0364 (LT)
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LOT 13
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LESLIE AVENUE
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CONCRETE
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S-W CORNER
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OF LOT 12
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EX. SANMH SANMH SAB07138
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EX. 750mm%%C STORM SEWER @ 0.5%%%
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SAN INV. 310.00
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EX. 106.60m 250mm SANITARY SEWER @ 1.0%
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EX. 25mm W/S
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EX. 300mm%%C DI WATERMAIN
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EX. 300mm%%C WATERMAIN
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EX. SANMH SANMH SAB07139
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SAN INV. 310.23
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EX.DICB
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SAN INV. 310.62
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SAN INV. 310.62
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EX.CSV
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EX.CSV
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EX. 25mm W/S
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EX.CSV
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EX. 25mm W/S
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EX.DCB
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EX.DICB
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EX.CSV
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EX.CB
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EX.CB
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EX.CSV
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EX.DCB
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EX.SMMH DDWK01489
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EX.DICB
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EX.H&V
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EX. 25mm W/S
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EX.CB
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EX.DCB
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EX.DICB
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T/G 313.93
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T/G 313.71
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SAN INV. 310.06
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EX.STMMH DDWK00133
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(TO BE REMOVED)
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(TO BE REMOVED)
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(TO BE DEMOLISHED)
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(TO BE DEMOLISHED)
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N INV. 309.42 S INV. 309.39
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S INV. 310.49
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N INV. 310.87 S INV. 310.72
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N INV. 311.72 S INV. 311.47
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EX.DICB
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T/G 314.10
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(TO BE REMOVED)
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DRIVEWAY
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(TO BE REMOVED)
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EX.DICB
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T/G 314.05
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EX. SWALE APPROX.
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EX. RLCB
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T/G 313.32
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TBM#1
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EX. 250mm STORM @ 2.1%%%
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BH-1
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BH-2
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BH-6
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BH-8
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BH-5
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BH-7
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BH-3
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BH-4
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EX. COMMERCIAL
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EX. COMMERCIAL
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EX. RESIDENTIAL
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EX. 150mm HYDRANT LEAD
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EXISTING ENTRANCE TO BE USED AS TEMPORARY CONSTRUCTION ACCESS PER BSD-23D
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INSTALL SILT SACKS IN EX. STORM STRUCTURES (TYP.)
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CONTRACTOR TO MAINTAIN PEDESTRIAN ACCESS THROUGH TRAIL AT ALL TIMES
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1.5m WIDE TREE PROTECTION BUFFER
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SILT FENCE LOCATION TO BE COORDINATED WITH TREE PROTECTION LIMITS ALONG WEST BOUNDARY (SEE LANDSCAPE PLANS)
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SEDIMENT CONTROL FENCE PER BSD-1233 (TYP.)
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STOCKPILE SEDIMENT CONTROL FENCE PER BSD-23E
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TEMPORARY STOCK PILE LOCATION
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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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CLIENT/PROJECT
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SEAL
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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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17-11306.1-B
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ESC-1
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1
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SEPT. 2018
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1:250
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J.V.
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G.N.
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J.V.
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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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%%UKEY MAP
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%%UNOTES
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%%UBENCHMARK
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TBM#1 TOP OF IB IN NORTHWEST CORNER OF PROPERTY ELEVATION 314.30
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%%USITE
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ESSA ROAD
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MAPLETON
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AVE
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HARVIE RD
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VETERANS DR
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521 AND 525 ESSA ROAD RESIDENTIAL DEVELOPMENT
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MAPLEVIEW DR.
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%%UHORIZONTAL CONTROL MONUMENTS
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%%UU.T.M. (ZONE 17) NAD 83
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ELEVATIONS SHOW GEODETIC DRIVEN FROM CITY OF BARRIE BENCHMARK #03120030016 ELEVATION, 314.967. BEARINGS HERE IN ARE GRID BEARINGS ARE DERIVED FROM CONTROL MONUMENTS 031950003 (N=4910748.411, E=603095.546) AND ARE REFERRED TO CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE IN ZONE, 17 AND ARE BASED ON NAD83) BENCHMARK V010865470 300.3254 - CONCRETE HEADWALL ON EASTSIDE OF RED FERN AVENUE, 0.15km NORTH OF DYER ROAD. TABLET IS SET HORIZONTALLY IN THE EAST FACE, 16.3m EAST OF CENTERLINE OF ROAD, 52cm WEST OF SOUTH END, 42 cm BELOW THE TOP
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%%ULEGEND
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DITCH CENTERLINE
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CONTOUR
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246.00
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DIRECTION OF OVERLAND FLOW
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OVERHEAD HYDRO WIRE
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OH
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OH
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EXISTING FENCE
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S
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S
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SILT FENCE
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CONSTRUCTION ENTRANCE MAT
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TEMPORARY STOCKPILE LOCATION
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1. All silt fencing to be installed prior to any grading or excavation. All silt fencing to be installed prior to any grading or excavation. 2. Erosion control fencing to be installed around the base of all stockpiles. Erosion control fencing to be installed around the base of all stockpiles. 3. Additional erosion control measures may be required as site development progresses. Contractor to provide all additional Additional erosion control measures may be required as site development progresses. Contractor to provide all additional erosion control structures as directed by the engineer. 4. Pinestone Engineering Ltd. to monitor erosion control structures to ensure fencing is installed and maintenance is Pinestone Engineering Ltd. to monitor erosion control structures to ensure fencing is installed and maintenance is performed to municipal requirements. 5. Erosion control structures to be monitored regularly and after every rainfall. Any damage repaired immediately. Sediments Erosion control structures to be monitored regularly and after every rainfall. Any damage repaired immediately. Sediments to be removed when accumulations reach a maximum of 1/2 the height of the fence. 6. All erosion control structures to remain in place until all disturbed ground have been re-stabilized either by paving or All erosion control structures to remain in place until all disturbed ground have been re-stabilized either by paving or restoration of vegetative ground cover. 7. No alternate methods of erosion protection shall be permitted unless approved Pinestone Engineering Ltd. and the City of No alternate methods of erosion protection shall be permitted unless approved Pinestone Engineering Ltd. and the City of Barrie. 8. Install mud mat prior to any grading works onsite. Install mud mat prior to any grading works onsite. 9. Contractor is responsible for municipal roadway to be cleared of all sediments from vehicular tracking etc. at the end of Contractor is responsible for municipal roadway to be cleared of all sediments from vehicular tracking etc. at the end of each day.
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BH-2
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APPROXIMATE BOREHOLE LOCATION
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NOTE: SEDIMENT CONTROL FENCE TO MATCH LIMITS OF TREE PROTECTION ZONES. SEE TREE PROTECTION PLAN FOR DETAILS.
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EROSION AND SEDIMENT CONTROL PLAN
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1. TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED BY AZIZ SURVEYORS INC. APRIL 6 2017, 2. SITE PLAN PROVIDED BY PATRICK MARKUS LUCKIE SITE PLAN PROVIDED BY PATRICK MARKUS LUCKIE ARCHITECT. 3. REFER TO SOILS REPORT PREPARED BY PETO MacCALLUM REFER TO SOILS REPORT PREPARED BY PETO MacCALLUM LTD. FOR BOREHOLE DETAILS.
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TYPICAL SLIT SACK CONSTRUCTION TYPE B
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N.T.S.
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EROSION CONTROL NOTES:
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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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1
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19.06.06
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REVISED PER CITY COMMENTS
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G.N.
C
L
F
CLF
CLF
³
PINESTONE ENGINEERING LIMITED | www.pel.ca
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EX. 3.0m WIDE ASPHALT MULTI-USE PATH
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EXIST.
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CURB CUT
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EXIST.
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CURB CUT
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CURB
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SIGN
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0.15%%C
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EX. LP
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EX. LP
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EX. LP
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ESSA ROAD
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EX. LP
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HEDGE
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EX. 750mm%%C STORM SEWER @ 0.5%%%
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EX. 106.60m 250mm SANITARY SEWER @ 1.0%
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EX. 300mm%%C DI WATERMAIN
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EX. SANMH SANMH SAB07139
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SAN INV. 310.62
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EX.CSV
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EX. 25mm W/S
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EX. 25mm W/S
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EX.CB
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EX.CB
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EX.CSV
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EX.H&V
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EX. 25mm W/S
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EX.DCB
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EX.DICB
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T/G 313.93
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T/G 313.71
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SAN INV. 310.06
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S INV. 310.49
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EX.DICB
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T/G 314.10
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EX.DICB
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T/G 314.05
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EX. SWALE APPROX.
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EX. RLCB
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T/G 313.32
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TBM#1
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EX. 250mm STORM @ 2.1%%%
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EX. RESIDENTIAL
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EX. 150mm HYDRANT LEAD
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IN-GROUND
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GARBAGE
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(NOT ENCLOSED)
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98.79m
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62.68m
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65.67m
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54.86m
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ADJACENT COMMERCIAL C4
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ADJACENT RESIDENTIAL RM2
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2.00m
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2.00m
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2m WIDENING
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UP
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TF
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UP
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UP
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UP
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UP
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UP
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UP
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BUILDING 2 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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BUILDING 3 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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UP
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UP
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UP
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UP
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UP
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UP
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3m MULTI-USE PATH
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R=4.5m
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UP
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UP
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SOD
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SOD
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SOD
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CONC. SIDEWALK
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CONC. SIDEWALK
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CONC. SIDEWALK
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OVERLAPPING BOARD RESIDENTIAL TO RESIDENTIAL FENCE BSD-1206 (SEE LANDSCAPE PLANS)
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SIAMESE
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B.F.F. 314.60
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B.F.F. 314.60
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B.F.F. 314.80 (TYP.)
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BUILDING 1 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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B.F.F. 314.60
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BUILDING 4 (3-STOREY)
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12 STANDARD
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TOWNHOMES
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483.5 SQM COVERAGE
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1,862.3 SQM GFA
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M
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SWM TANK
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BELOW SLAB
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M
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M
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SPRINKLER
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ROOM
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CONNECT TO EXISTING SANITARY SEWER WITH MANUFACTURED TEE INV. ± 310.10
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EXISTING HYDRANT TO BE REMOVED AND RELOCATED
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SAN INV.
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311.05
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150mm WATER SERVICE
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SAN INV.
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311.35
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SAN INV.
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311.53
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H&V
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(BSD 507)
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EX. DICB TO BE REMOVED AND CAP AND PLUG LEAD
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CONNECT TO EXISTING STORM SEWER WITH MANUFACTURED TEE INV. ± 311.45
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WAT INV. 313.00 SAN. INV. 311.30
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WAT INV. 313.00 SAN. INV. 311.30
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100mm PVCSANITARY SERVICE @ MIN. 2.0% (TYP.)
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25mm WATERSERVICE C/W CSV 1.0m BEHIND BACK OF CURB (TYP.)
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H&V
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(BSD 507)
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JELLY FISH FILTER JF4-2-1-L1 (SEE DETAIL ON SHEET DET-1) T/G 314.38 W INV. 311.73 SE INV. 311.67
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CB 1 (600x600) T/G 314.33 E INV. 312.42
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CBMH #3
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T/G 314.30
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W INV. 312.20
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E INV. 312.06
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CBMH #2
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T/G 314.30
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W INV. 311.92
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E INV. 311.90
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CBMH #1 C/W 75mm ORIFICE CONTROL T/G 314.30 W INV. 311.80 E INV. 311.78 N INV. 311.80
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27.0m 300mm STORM @ 0.5%
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11.0m 300mm STM @ 2.0%
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TERMINATE SERVICE 1.5m FROM BUILDING ENVELOPE
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CROSSING: SAN. OBV. 311.43 STM. INV. 312.66
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CROSSING: SAN. OBV. 311.47 STM. INV. 312.01
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19.5m 300mm STORM @ 0.5%
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20.5m 300mm STORM @ 1.0%%%
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4.5m 300mm STM. @ 1.0%
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CROSSING: SAN. OBV. 311.17 STM. INV. 311.85
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SANMH #4A
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T/G 314.56
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SE INV. 311.38
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N INV. 311.38
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SANMH #3A
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T/G 314.44
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NW INV. 311.11
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SE INV. 311.08
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N INV. 311.23
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SANMH #2A
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T/G 314.40
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NW INV. 310.81
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E INV. 310.78
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N INV. 310.93
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SANMH #1A
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T/G 314.38
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W INV. 310.63
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SE INV. 310.60
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6.0m 200mm SAN.@ 2.0% (TYP.)
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27.0m 200mm SAN @ 1.0%
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27.0m 200mm SAN @ 1.0%
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15.0m 200mm SAN @ 1.0%%%
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25.0m 200mm SAN @ 2.0%%%
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C
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SERV-1
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B
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SERV-1
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CONNECT 100mm BIG-'O'FRENCH DRAIN TO EX. RLCB INV. 312.70
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UTILIZE EX. 150mm HYDRANT LEAD FOR SERVICE CONNECTION
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150mm V&B
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C
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SERV-1
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B
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SERV-1
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150mm FIRE TO SPRINKLER ROOM
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100mm WATER INV. 312.70
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100mm WATER INV. 312.70
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TANK INVERT = 311.84
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PROPOSED 150mm HYDRANT LEAD
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CONNECT TO EX. WATERMAIN WITH TAPPING SLEEVE AND VALVE
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EXISTING 25mm WATERSERVICES TO 521 AND 525 ESSA ROAD TO BE ABANDONED BY CUTTING OFF AT MAIN AND SHUTTING OFF MAIN STOP
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5.5m 300mm STORM @ 0.5%
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200mm SANITARY
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300mm STORM
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150mm WATER SERVICE
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2.0%%%
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2.0%%%
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6.7m
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2.0m
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2.5m
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1.0m
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DROP CURB
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DROP CURB
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2.0%%%
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2.0%%%
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GARAGE DOOR
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GARAGE DOOR
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DRIVEWAY
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INTERLOCKING PAVING
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VARIES
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VARIES
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1.7m (MIN.)
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DEFLECT WATER SERVICES BENEATH JOINT UTILITY TRENCH TO PROVIDE REQUIRED CLEARANCE
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JOINT UTILITY TRENCH LOCATION TO BE CONFIRMED BY UTILITY COMPANIES
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2.0%%%
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CBMH 1 T/G 314.30
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5.5m 300mm%%C STORM @ 0.5
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INV. 311.80
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CAST IN PLACE SWM TANK (CONCRETE DESIGN BY STRUCTURAL ENGINEER AT BUILDING PERMIT STAGE)
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PARKING LEVEL FINSIHED FLOOR 314.60
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WATER TIGHT LOCKABLE MAINTENANCE ACCDESS
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UNDERSIDE OF TANK 314.50
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TANK BOTTOM 311.84
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5 YEAR PONDING ELEV. 312.72
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100 YEAR PONDING ELEV. 313.89
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6mx6m TANK VOLUME/5cm = 1.8m³
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TANK TO BE VENTED TO INTERNAL PLUMBING SYSTEM
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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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CLIENT/PROJECT
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SEAL
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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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17-11306.1-B
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SERV-1
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1
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SEPT. 2018
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1:250
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J.V.
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G.N.
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J.V.
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NOTE: REFER TO TREE PROTECTION PLAN FOR TREE REMOVALS AND PRESERVATION AREAS.
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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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%%UKEY MAP
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%%UNOTES
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GENERAL SERVICING PLAN
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%%UBENCHMARK
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TBM#1 TOP OF IB IN NORTHWEST CORNER OF PROPERTY ELEVATION 314.30
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%%USITE
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ESSA ROAD
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MAPLETON
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AVE
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HARVIE RD
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VETERANS DR
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1. TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED BY AZIZ SURVEYORS INC. APRIL 6 2017, 2. SITE PLAN PREPARED BY PATRICK MARCUS LUCKIE, SITE PLAN PREPARED BY PATRICK MARCUS LUCKIE, ARCHITECT APRL 10th 2018 3. LOCATE CURB STOP (CSV'S) WITHIN LANDSCAPE AREAS LOCATE CURB STOP (CSV'S) WITHIN LANDSCAPE AREAS WHERE POSSIBLE. 4. 100mm WATER SERVICES C/W BYPASS PER CITY STANDARD 100mm WATER SERVICES C/W BYPASS PER CITY STANDARDBSD-533 AND BACK-FLOW PREVENTION PER CITY BY-LAW 2017-121. 5. PRIVATE HYDRANT SHALL BE PAINTED RED. PRIVATE HYDRANT SHALL BE PAINTED RED.
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521 AND 525 ESSA ROAD RESIDENTIAL DEVELOPMENT
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MAPLEVIEW DR.
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%%UHORIZONTAL CONTROL MONUMENTS
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%%UU.T.M. (ZONE 17) NAD 83
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ELEVATIONS SHOW GEODETIC DRIVEN FROM CITY OF BARRIE BENCHMARK #03120030016 ELEVATION, 314.967. BEARINGS HERE IN ARE GRID BEARINGS ARE DERIVED FROM CONTROL MONUMENTS 031950003 (N=4910748.411, E=603095.546) AND ARE REFERRED TO CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE IN ZONE, 17 AND ARE BASED ON NAD83) BENCHMARK V010865470 300.3254 - CONCRETE HEADWALL ON EASTSIDE OF RED FERN AVENUE, 0.15km NORTH OF DYER ROAD. TABLET IS SET HORIZONTALLY IN THE EAST FACE, 16.3m EAST OF CENTERLINE OF ROAD, 52cm WEST OF SOUTH END, 42 cm BELOW THE TOP
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PROPOSED SANITARY MANHOLE
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PROPOSED CATCHBASIN
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PROPOSED CATCHBASIN MANHOLE
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PROPOSED HYDRANT
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%%ULEGEND
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M
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WATER METER LOCATION
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LIGHT STANDARDS
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%%USECTION B-B
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PROPOSED JELLYFISH FILTER MODEL NO. JF4-2-1-L1
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%%USECTION C-C
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H 1:50 V 1:50
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%%UTYPICAL SWM TANK SECTION
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H 1:50 V 1:50
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FRENCH DRAIN
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SIDE YARD SWALE
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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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1
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19.06.06
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REVISED PER CITY COMMENTS
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G.N.
C
L
F
CLF
CLF
PINESTONE ENGINEERING LIMITED | www.pel.ca
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LP
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EX. 3.0m WIDE ASPHALT MULTI-USE PATH
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EXIST.
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CURB CUT
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EXIST.
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CURB CUT
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CURB
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SIGN
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SIGN
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0.15%%C
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EX. LP
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EX. LP
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EX. LP
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EX. LP
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HEDGE
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LOT 10
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LOT 11
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LOT 12
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LOT 9
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REGISTERED PLAN 1080
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BLOCK 182
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PLAN 51 R- 28122
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S-E CORNER
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OF LOT 10
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PART 4,
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PART 87
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PART 88
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PART 89
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PART 90
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PART 91
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PART 92
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PART 93
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PART 94
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PART 79,
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PART 78,
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PART 77,
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PART 76
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PART 75
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PART 74
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PART 73
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PART 72
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BLOCK 185
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PLAN 51M-606
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PLAN 51R-31710
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PART 3
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PART 2
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PART 1
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PART 1
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PLAN 51R-36772
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0.30m
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PIN 58918-0744 (LT)
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PIN 58918-0745 (LT)
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PIN 58918-0746 (LT)
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PIN 58918-0347 (LT)
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PIN 58918-0346 (LT)
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PIN 58918-0345 (LT)
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PIN 58918-0344 (LT)
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PIN 58918-0281 (LT)
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PIN 58918-0362 (LT)
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PIN 58918-0364 (LT)
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LOT 13
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S-W CORNER
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OF LOT 12
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EX. 750mm%%C STORM SEWER @ 0.5%%%
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EX. 106.60m 250mm SANITARY SEWER @ 1.0%
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EX. 300mm%%C DI WATERMAIN
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EX. SANMH SANMH SAB07139
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SAN INV. 310.62
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EX.CSV
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EX. 25mm W/S
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EX. 25mm W/S
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EX.CB
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EX.CB
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EX.CSV
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EX.H&V
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EX. 25mm W/S
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EX.DCB
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EX.DICB
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T/G 313.93
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T/G 313.71
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SAN INV. 310.06
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S INV. 310.49
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EX.DICB
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T/G 314.10
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EX.DICB
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T/G 314.05
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EX. SWALE APPROX.
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EX. RLCB
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T/G 313.32
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TBM#1
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EX. 250mm STORM @ 2.1%%%
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EX. RESIDENTIAL
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EX. 150mm HYDRANT LEAD
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IN-GROUND
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GARBAGE
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(NOT ENCLOSED)
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98.79m
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62.68m
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65.67m
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54.86m
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ADJACENT COMMERCIAL C4
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ADJACENT RESIDENTIAL RM2
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2.00m
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2.00m
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2m WIDENING
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UP
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TF
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UP
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UP
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UP
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UP
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UP
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UP
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BUILDING 2 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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BUILDING 3 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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UP
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UP
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UP
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UP
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UP
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UP
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3m MULTI-USE PATH
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R=4.5m
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UP
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UP
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SOD
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SOD
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SOD
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CONC. SIDEWALK
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CONC. SIDEWALK
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CONC. SIDEWALK
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1.5m WIDE TREE PROTECTION BUFFER AREA
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1.8m HIGH SOUND WALL (SEE SITE PLAN FOR DETAILS)
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2.0m HIGH SOUND WALL (SEE SITE PLAN FOR DETAILS)
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OVERLAPPING BOARD RESIDENTIAL TO RESIDENTIAL FENCE BSD-1206 (SEE LANDSCAPE PLANS)
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EXISTING CEDAR HEDGE ALONG PROPERTY LINE TO REMAIN
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LIMIT OF TREE PROTECTION
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SIAMESE
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B.F.F. 314.60
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B.F.F. 314.60
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B.F.F. 314.80 (TYP.)
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BUILDING 1 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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B.F.F. 314.60
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BUILDING 4 (3-STOREY)
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12 STANDARD
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TOWNHOMES
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483.5 SQM COVERAGE
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1,862.3 SQM GFA
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AREAS
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SNOW STORAGE
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EXISTING LAMP STANDARD TO BE RELOCATED (SEE ELECTRICAL PLANS)
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1.0%
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MATCH INTO EXISTING PROPERTY LINE GRADES WITH MAX SLOPE 3:1 (TYP.)
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INSTALL LANDSCAPE DRAINS AS REQUIRED IN COURTYARD AREAS. (SEE LANDSCAPE PLANS) DRAINS TO BE CONNECTED TO INTERNAL PLUMBING DISCHARGE TO SWM TANKS
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MATCH PROPOSED SIDEWALKS INTO ASPHALT PATH (TYP.)
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SAWCUT AND MATCH INTO EXISTING ASPHALT GRADES (TYP.)
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REMOVE AND REINSTATE EXISTING MULTI-USE TRAIL CONTINUOUS THROUGH ENTRANCE AS PER CITY STANDARD BSD-1273.
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SAWCUT AND REMOVE AND REPLACE EXISTING DROPPED CURB SECTIONS WITH FULL FACE CURB AND GUTTER MATCH EXISTING CONDITIONS
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CUT CURB THROUGH ENTRANCE
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DROP CURB THROUGH ASPHALT PATH (TYP.)
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RESTORE DISTURBED BOULEVARD AREAS WITH 200mm DEPTH TOPSOIL AND SOD. (TYP.)
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MATCH BARRIER CURB INTO CURB AND GUTTER (TYP.)
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CONCRETE BARRIER CURB PER OPSD 600.110 (TYP.)
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MATCH INTO EXISTING GRADES ALONG SILT FENCE/TREE PROTECTION LIMIT
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SEE DRAWING DET-1 FOR SECTION A-A
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A
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DET-1
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A
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DET-1
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GRADE REAR YARD @ 2%-4% TOWARDS TREE PROTECTION LIMIT (TYP.)
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MATCH INTO EXISTING GRADES WITH 3:1 SLOPE (TYP.)
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PROPOSED 18m RETAINING WALL T/W 315.35 MAX. HEIGHT = 1.5m C/W PEDESTRIAN GUARD PER O.B.C. REQUIREMENTS CONCRETE WALL DESIGN TO BE COMPLETED WITH BUILDING DESIGN AT THE BUILDING PERMIT STAGE
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T/W 315.00 B/W 314.00
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T/W 315.55 B/W 314.05
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T/W 315.55 B/W 314.15
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+
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+
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+
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+
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T/W 315.55 B/W 314.15
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SIDE YARD SWALE @ MIN. 0.5% C/W FRENCH DRAIN BENEATH (SEE DETAIL THIS SHEET)
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T/W 316.15 B/W 314.85
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+
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T/W 316.15 B/W 314.85
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+
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H&V
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(BSD 507)
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JELLYFISH FILTER T/G 314.38
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H&V
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(BSD 507)
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0.8%
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0.8%
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0.8%
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0.8%
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1.4%
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DROP CURB AT SIDEWALK CROSSINGS (TYP.)
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GARBAGE ENCLOSURE
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MAIL BOX
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CONCRETRE SIDEWALK PER OPSD 310.010 (TYP.)
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APPROXIMATE LIMIT OF ROAD RESTORATION (ACTUAL LIMIT TO BE DETERMINED IN THE FIELD BY CONTRACTOR) RESTORE ESSA ROAD TO MATCH EXISTING CONDITIONS
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TACTILE PLATES PER OPSD 310.039 (TYP.)
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H&V
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(BSD 507)
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RETAINING WALL/FOUNDATION WALL TO BE CONSTRUCTED AS PART OF THE BUILDING
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DECK ABOVE
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PRIVACY FENCE (TYP.)
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2.0%
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2.0%
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SWM TANK BELOW TANK (SEE SHEET SERV-1)
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7 RISERS @ 0.18m
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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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CLIENT/PROJECT
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SEAL
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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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17-11306.1B
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GP-1
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1
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NOVEMBER 2018
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1:250
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J.V. L.B.
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G.N.
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J.V.
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%%ULEGEND
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PROPOSED SANITARY MANHOLE
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PROPOSED CATCHBASIN
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PROPOSED CATCHBASIN MANHOLE
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CURB STOP VALVE
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PROPOSED HYDRANT
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EX. SANITARY MANHOLE
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EX. CATCH BASIN
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EX. CATCH BASIN MANHOLE
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WV
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EXISTING HYDRANT
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EXISTING WATER VALVE
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x
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250.00
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PROPOSED ELEVATION
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x
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250.00 EX.
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EXISTING ELEVATION
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DIRECTION OF MAJOR OVERLAND FLOW
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STAMPED ASPHALT
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%%UKEY MAP
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%%UNOTES
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GRADING PLAN
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%%UBENCHMARK
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TBM#1 TOP OF IB IN NORTHWEST CORNER OF PROPERTY ELEVATION 314.30
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%%USITE
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ESSA ROAD
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MAPLETON
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AVE
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HARVIE RD
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VETERANS DR
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1. TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED BY AZIZ SURVEYORS INC. APRIL 6 2017, 2. SITE PLAN PREPARED BY PATRICK MARCUS LUCKIE, SITE PLAN PREPARED BY PATRICK MARCUS LUCKIE, ARCHITECT. 3. ESSA ROAD TO BE RESTORED TO CITY OF BARRIE ESSA ROAD TO BE RESTORED TO CITY OF BARRIE STANDARDS.
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521 AND 525 ESSA ROAD RESIDENTIAL DEVELOPMENT
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MAPLEVIEW DR.
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%%UHORIZONTAL CONTROL MONUMENTS
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%%UU.T.M. (ZONE 17) NAD 83
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ELEVATIONS SHOW GEODETIC DRIVEN FROM CITY OF BARRIE BENCHMARK #03120030016 ELEVATION, 314.967. BEARINGS HERE IN ARE GRID BEARINGS ARE DERIVED FROM CONTROL MONUMENTS 031950003 (N=4910748.411, E=603095.546) AND ARE REFERRED TO CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE IN ZONE, 17 AND ARE BASED ON NAD83) BENCHMARK V010865470 300.3254 - CONCRETE HEADWALL ON EASTSIDE OF RED FERN AVENUE, 0.15km NORTH OF DYER ROAD. TABLET IS SET HORIZONTALLY IN THE EAST FACE, 16.3m EAST OF CENTERLINE OF ROAD, 52cm WEST OF SOUTH END, 42 cm BELOW THE TOP
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PAVEMENT STRUCTURE
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THICKNESS (mm)
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MATERIAL
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GRANULAR BASE (OPSS 1010)
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ASPHALT
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HL3 SURFACE HL8 BINDER
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GRANULAR 'A' GRANULAR 'B'
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50
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60
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150
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450
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LIGHT STANDARDS
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NOTE: REFER TO TREE PROTECTION PLAN FOR TREE REMOVALS AND PRESERVATION AREAS.
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DROP CURB
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PROPOSED TRANSFORMER LOCATION
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PROPOSED JELLYFISH FILTER MODEL NO. JF4-2-1-L1
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0.5m
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VARIES
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DEPTH
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DRAIN PIPE C/W GEOTEXTILE SOCK
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150mm %%c PERFORATED BIG 'O'
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19mm CRUSHED STONE
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FABRIC ON ALL SIDES
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LINE TRENCH WITH FILTER
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100mm TOPSOIL & SOD
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3:1
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3:1
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%%UFRENCH DRAIN DETAIL
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NTS
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0.5m DEPTH
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BELOW PIPE
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FRENCH DRAIN
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SIDE YARD SWALE
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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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1
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19.06.06
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REVISED PER CITY COMMENTS
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G.N.
XX
XX
XX
X
X
X
X
XX
X
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
X
XX
XX
XX
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
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X
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X
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C
L
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CLF
CLF
PINESTONE ENGINEERING LIMITED | www.pel.ca
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CURB
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0.15%%C
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ESSA ROAD
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TBM#1
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IN-GROUND
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GARBAGE
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(NOT ENCLOSED)
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98.79m
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62.68m
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65.67m
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54.86m
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ADJACENT COMMERCIAL C4
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ADJACENT RESIDENTIAL RM2
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2.00m
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2.00m
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2m WIDENING
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UP
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TF
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UP
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UP
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UP
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UP
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UP
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UP
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BUILDING 2 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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BUILDING 3 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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UP
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UP
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UP
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UP
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UP
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UP
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3m MULTI-USE PATH
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R=4.5m
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UP
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UP
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SOD
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SOD
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SOD
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CONC. SIDEWALK
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CONC. SIDEWALK
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CONC. SIDEWALK
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1.8m HIGH SOUND WALL (SEE SITE PLAN FOR DETAILS)
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2.0m HIGH SOUND WALL (SEE SITE PLAN FOR DETAILS)
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OVERLAPPING BOARD RESIDENTIAL TO RESIDENTIAL FENCE BSD-1206 (SEE LANDSCAPE PLANS)
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SIAMESE
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B.F.F. 314.60
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B.F.F. 314.60
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B.F.F. 314.80 (TYP.)
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BUILDING 1 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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B.F.F. 314.60
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BUILDING 4 (3-STOREY)
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12 STANDARD
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TOWNHOMES
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483.5 SQM COVERAGE
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1,862.3 SQM GFA
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TACTILE PLATES PER OPSD 310.039 (TYP.)
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R=9m
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H&V
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FIRE ROUTE
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STAMPED ASPHALT
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STAMPED ASPHALT
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STAMPED ASPHALT
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H&V
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IN GROUND GARBAGE CONTAINERS
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6.55m
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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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CLIENT/PROJECT
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SEAL
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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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17-11306.1-B
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PM-1
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1
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NOVEMBER 2018
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1:200
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J.V.
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G.N.
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J.V.
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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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%%UKEY MAP
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%%UNOTES
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%%UBENCHMARK
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TBM#1 TOP OF IB IN NORTHWEST CORNER OF PROPERTY ELEVATION 314.30
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%%USITE
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ESSA ROAD
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MAPLETON
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AVE
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HARVIE RD
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VETERANS DR
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521 AND 525 ESSA ROAD RESIDENTIAL DEVELOPMENT
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MAPLEVIEW DR.
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%%UHORIZONTAL CONTROL MONUMENTS
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%%UU.T.M. (ZONE 17) NAD 83
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ELEVATIONS SHOW GEODETIC DRIVEN FROM CITY OF BARRIE BENCHMARK #03120030016 ELEVATION, 314.967. BEARINGS HERE IN ARE GRID BEARINGS ARE DERIVED FROM CONTROL MONUMENTS 031950003 (N=4910748.411, E=603095.546) AND ARE REFERRED TO CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE IN ZONE, 17 AND ARE BASED ON NAD83) BENCHMARK V010865470 300.3254 - CONCRETE HEADWALL ON EASTSIDE OF RED FERN AVENUE, 0.15km NORTH OF DYER ROAD. TABLET IS SET HORIZONTALLY IN THE EAST FACE, 16.3m EAST OF CENTERLINE OF ROAD, 52cm WEST OF SOUTH END, 42 cm BELOW THE TOP
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PAVEMENT MARKINGS AND SIGNAGE PLAN
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PAVEMENT STRUCTURE
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THICKNESS (mm)
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MATERIAL
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GRANULAR BASE (OPSS 1010)
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ASPHALT
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HL3 SURFACE HL8 BINDER
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GRANULAR 'A' GRANULAR 'B'
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50
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60
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150
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450
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PROPOSED ASPHALT AREA
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%%ULEGEND
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W1
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WATCH FOR VEHICLES TURNING
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%%UPAVEMENT MARKING AND SIGNAGE NOTES:
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1. PROVIDE ALL SITE SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON SITE PLAN AND PAVEMENT MARKING AND PROVIDE ALL SITE SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON SITE PLAN AND PAVEMENT MARKING AND SIGNAGE PLAN. 2. FINAL LOCATION OF FIRE ROUTE SIGNAGE TO BE DETERMINED IN FIELD BY LOCAL FIRE DEPARTMENT. FINAL LOCATION OF FIRE ROUTE SIGNAGE TO BE DETERMINED IN FIELD BY LOCAL FIRE DEPARTMENT. 3. SAIGNAGE AND LINE PAINTING TO BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SAIGNAGE AND LINE PAINTING TO BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 4. REFER TO SITE PLAN FOR BARRIER FREE PARKING SIGNAGE DETAILS. REFER TO SITE PLAN FOR BARRIER FREE PARKING SIGNAGE DETAILS. 5. PAVEMENT MARKING TO CONFORM WITH OPSS.710 AND 1712. PAVEMENT MARKING TO CONFORM WITH OPSS.710 AND 1712. 6. W1 SIGN TO BE APPROVED BY CITY OF BARRIE PRIOR TO CONSTRUCTION. SIGN TO MATCH EXISTING SIGNS USED AT W1 SIGN TO BE APPROVED BY CITY OF BARRIE PRIOR TO CONSTRUCTION. SIGN TO MATCH EXISTING SIGNS USED AT RIGHT IN RIGHT OUT ENTRANCE LOCATED BETWEEN MAPLETON AVE. AND COUGHLIN ROAD. ON THE WEST SIDE OF ESSA ROAD. 7. ALL STRIPPING TO BE 100mm WIDE AND WHITE.ALL STRIPPING TO BE 100mm WIDE AND WHITE.
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TACTILE PLATE PER OPSD 310.039 (TYP.)
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W1
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W1
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RA-1
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SOLID WHITE 60cm WIDTH
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2
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RA-1
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PROPOSED SIGN
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PROPOSED SIGN FACE (DIRECTION)
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RB-51
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WASTE DISPOSAL TRUCK TURNING PATH
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2
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RB-51
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RB-51
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RB-51
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RB-51
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FINISHED GRADE
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76x 76 T-BAR EMBEDDED 1000mm INTO EARTH C/W BOLTED CONNECTION AT GROUND LEVEL
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%%UTYPICAL SIGN MOUNTING DETAIL
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N.T.S.
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1. TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED BY AZIZ SURVEYORS INC. APRIL 6 2017, 2. SITE PLAN PREPARED BY PATRICK MARCUS LUCKIE, SITE PLAN PREPARED BY PATRICK MARCUS LUCKIE, ARCHITECT APRIL 10th, 2018
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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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1
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19.06.06
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REVISED PER CITY COMMENTS
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G.N.
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LIGHT STANDARDS
XX
XX
XX
X
X
X
X
X
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
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
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C
L
F
CLF
CLF
SIB
PINESTONE ENGINEERING LIMITED | www.pel.ca
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LP
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EX. 3.0m WIDE ASPHALT MULTI-USE PATH
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DRIVEWAY
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EXIST.
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CURB CUT
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EXIST.
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CURB CUT
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CURB
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SIGN
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SIGN
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0.15%%C
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EX. LP
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EX. LP
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EX. LP
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ESSA ROAD
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DWELLING
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1 STOREY
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# 525
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BRICK
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DS=315.47
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DWELLING
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1 STOREY
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# 521
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BRICK
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DS=315.08
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SHED
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SHED
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SHED
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SHED
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EX. POOL
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DECK
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DECK
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EAV=317.44
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RF=318.57
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PORCH
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EX. PORCH
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EX. LP
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HEDGE
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FRAME
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LOT 10
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PIN 58918-0058 (LT)
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PIN 58918-0761 (LT)
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LOT 11
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LOT 12
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LOT 9
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LOT 14
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LOT 8
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REGISTERED PLAN 1080
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BLOCK 182
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PLAN 51 R- 28122
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S-E CORNER
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OF LOT 10
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7 (2.14m) WIDENING BY REGISTERED PLAN 1080
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PART 4,
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PART 87
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PART 88
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PART 89
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PART 90
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PART 91
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PART 92
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PART 93
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PART 94
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PART 95
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PART 79,
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PART 78,
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PART 77,
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PART 76
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PART 75
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PART 74
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PART 73
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PART 72
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BLOCK 185
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PLAN 51M-606
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PLAN 51R-31710
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PART 3
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PART 2
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PART 1
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PART 1
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PLAN 51R-36772
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0.30m
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PIN 58918-0746 (LT)
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PIN 58918-0347 (LT)
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PIN 58918-0346 (LT)
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PIN 58918-0345 (LT)
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PIN 58918-0344 (LT)
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PIN 58918-0281 (LT)
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PIN 58918-0362 (LT)
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PIN 58918-0364 (LT)
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LOT 13
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LESLIE AVENUE
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CONCRETE
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S-W CORNER
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OF LOT 12
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EX. SANMH SANMH SAB07138
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EX. 750mm%%C STORM SEWER @ 0.5%%%
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SAN INV. 310.00
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EX. 106.60m 250mm SANITARY SEWER @ 1.0%
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EX. 25mm W/S
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EX. 300mm%%C DI WATERMAIN
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EX. 300mm%%C WATERMAIN
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EX. SANMH SANMH SAB07139
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SAN INV. 310.23
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EX.DICB
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SAN INV. 310.62
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SAN INV. 310.62
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EX.CSV
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EX.CSV
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EX. 25mm W/S
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EX.CSV
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EX. 25mm W/S
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EX.DCB
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EX.DICB
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EX.CSV
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EX.CB
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EX.CB
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EX.CSV
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EX.DCB
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EX.SMMH DDWK01489
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EX.DICB
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EX.H&V
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EX. 25mm W/S
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EX.CB
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EX.CB
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EX.DCB
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EX.DICB
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T/G 313.93
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T/G 313.71
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SAN INV. 310.06
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EX.STMMH DDWK00133
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(TO BE REMOVED)
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(TO BE REMOVED)
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(TO BE DEMOLISHED)
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(TO BE DEMOLISHED)
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N INV. 309.42 S INV. 309.39
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S INV. 310.49
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N INV. 310.87 S INV. 310.72
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N INV. 311.72 S INV. 311.47
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EX.DICB
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T/G 314.10
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(TO BE REMOVED)
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DRIVEWAY
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(TO BE REMOVED)
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EX.DICB
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T/G 314.05
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EX. SWALE APPROX.
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EX. RLCB
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T/G 313.32
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TBM#1
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EX. 250mm STORM @ 2.1%%%
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BH-1
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BH-2
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BH-6
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BH-8
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BH-5
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BH-7
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BH-3
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BH-4
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EX. COMMERCIAL
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EX. COMMERCIAL
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EX. RESIDENTIAL
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EX. 150mm HYDRANT LEAD
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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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CLIENT/PROJECT
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SEAL
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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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17-11306.1-B
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PRE-1
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1
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NOVEMBER, 2018
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1:200
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J.V.
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G.N.
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J.V.
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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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%%UKEY MAP
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%%UNOTES
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PRE-DEVELOPMENT CATCHMENT PLAN
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%%UBENCHMARK
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TBM#1 TOP OF IB IN NORTHWEST CORNER OF PROPERTY ELEVATION 314.30
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%%USITE
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ESSA ROAD
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MAPLETON
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AVE
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HARVIE RD
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VETERANS DR
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521 AND 525 ESSA ROAD RESIDENTIAL DEVELOPMENT
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MAPLEVIEW DR.
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%%UHORIZONTAL CONTROL MONUMENTS
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%%UU.T.M. (ZONE 17) NAD 83
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ELEVATIONS SHOW GEODETIC DRIVEN FROM CITY OF BARRIE BENCHMARK #03120030016 ELEVATION, 314.967. BEARINGS HERE IN ARE GRID BEARINGS ARE DERIVED FROM CONTROL MONUMENTS 031950003 (N=4910748.411, E=603095.546) AND ARE REFERRED TO CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE IN ZONE, 17 AND ARE BASED ON NAD83) BENCHMARK V010865470 300.3254 - CONCRETE HEADWALL ON EASTSIDE OF RED FERN AVENUE, 0.15km NORTH OF DYER ROAD. TABLET IS SET HORIZONTALLY IN THE EAST FACE, 16.3m EAST OF CENTERLINE OF ROAD, 52cm WEST OF SOUTH END, 42 cm BELOW THE TOP
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PRE-DEVELOPMENT CATCHMENT BOUNDARY
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PRE-DEVELOPMENT CATCHMENT NUMBER
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COEFFICIENT
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1. TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED BY AZIZ SURVEYORS INC. APRIL 6 2017, 2. SITE PLAN PROVIDED BY PATRICK MARKUS LUCKIE SITE PLAN PROVIDED BY PATRICK MARKUS LUCKIE ARCHITECT. 3. REFER TO SOILS REPORT PREPARED BY PETO MacCALLUM REFER TO SOILS REPORT PREPARED BY PETO MacCALLUM LTD. FOR BOREHOLE DETAILS. 4. REFER TO DRAWING ESC-1 FOR SITE DISTURBANCE LIMITS.REFER TO DRAWING ESC-1 FOR SITE DISTURBANCE LIMITS.
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LIMIT OF EXISTING VEGETAION
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EXISTING TREE
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BH-1
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APPROXIMATE BOREHOLE LOCATION
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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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EX. STORM MANHOLE
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EX. TRAFFIC LIGHT
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EX. SIGN
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EXISTING FENCE
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EX. CATCHBASIN
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DIRECTION OF OVERLAND FLOW
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PRE-DEVELOPMENT CATCHMENT AREA(m)
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101
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4428
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0.34
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101
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4428
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0.47
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EXISTING ASPHALT
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2
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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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1
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19.06.06
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REVISED PER CITY COMMENTS
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G.N.
XX
XX
XX
X
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C
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SIB
PINESTONE ENGINEERING LIMITED | www.pel.ca
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LP
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EX. 3.0m WIDE ASPHALT MULTI-USE PATH
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EXIST.
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CURB CUT
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EXIST.
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CURB CUT
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CURB
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SIGN
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SIGN
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0.15%%C
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EX. LP
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EX. LP
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EX. LP
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ESSA ROAD
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EX. LP
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HEDGE
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LOT 10
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PIN 58918-0058 (LT)
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PIN 58918-0761 (LT)
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LOT 11
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LOT 12
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LOT 9
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LOT 14
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LOT 8
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REGISTERED PLAN 1080
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BLOCK 182
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PLAN 51 R- 28122
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S-E CORNER
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OF LOT 10
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7 (2.14m) WIDENING BY REGISTERED PLAN 1080
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PART 4,
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PART 87
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PART 88
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PART 89
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PART 90
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PART 91
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PART 92
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PART 93
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PART 94
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PART 95
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PART 79,
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PART 78,
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PART 77,
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PART 76
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PART 75
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PART 74
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PART 73
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PART 72
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BLOCK 185
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PLAN 51M-606
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PLAN 51R-31710
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PART 3
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PART 2
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PART 1
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PART 1
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PLAN 51R-36772
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0.30m
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PIN 58918-0746 (LT)
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PIN 58918-0347 (LT)
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PIN 58918-0346 (LT)
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PIN 58918-0345 (LT)
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PIN 58918-0344 (LT)
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PIN 58918-0281 (LT)
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PIN 58918-0362 (LT)
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PIN 58918-0364 (LT)
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LOT 13
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LESLIE AVENUE
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S-W CORNER
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OF LOT 12
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EX. SANMH SANMH SAB07138
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EX. 750mm%%C STORM SEWER @ 0.5%%%
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SAN INV. 310.00
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EX. 106.60m 250mm SANITARY SEWER @ 1.0%
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EX. 25mm W/S
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EX. 300mm%%C DI WATERMAIN
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EX. 300mm%%C WATERMAIN
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EX. SANMH SANMH SAB07139
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SAN INV. 310.23
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EX.DICB
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SAN INV. 310.62
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SAN INV. 310.62
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EX.CSV
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EX.CSV
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EX. 25mm W/S
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EX.CSV
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EX. 25mm W/S
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EX.DCB
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EX.DICB
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EX.CSV
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EX.CB
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EX.CB
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EX.CSV
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EX.DCB
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EX.SMMH DDWK01489
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EX.DICB
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EX.H&V
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EX. 25mm W/S
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EX.CB
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EX.CB
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EX.DCB
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EX.DICB
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T/G 313.93
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T/G 313.71
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SAN INV. 310.06
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EX.STMMH DDWK00133
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N INV. 309.42 S INV. 309.39
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S INV. 310.49
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N INV. 310.87 S INV. 310.72
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N INV. 311.72 S INV. 311.47
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EX.DICB
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T/G 314.10
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EX.DICB
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T/G 314.05
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EX. SWALE APPROX.
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EX. RLCB
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T/G 313.32
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TBM#1
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EX. 250mm STORM @ 2.1%%%
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EX. COMMERCIAL
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EX. COMMERCIAL
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EX. RESIDENTIAL
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EX. 150mm HYDRANT LEAD
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IN-GROUND
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GARBAGE
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(NOT ENCLOSED)
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98.79m
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62.68m
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65.67m
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54.86m
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ADJACENT COMMERCIAL C4
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ADJACENT RESIDENTIAL RM2
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2.00m
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2.00m
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2m WIDENING
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UP
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TF
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UP
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UP
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UP
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UP
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UP
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UP
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BUILDING 2 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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BUILDING 3 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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UP
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UP
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UP
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UP
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UP
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UP
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3m MULTI-USE PATH
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R=4.5m
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UP
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UP
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SOD
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SOD
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SOD
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CONC. SIDEWALK
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CONC. SIDEWALK
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CONC. SIDEWALK
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1.5m WIDE TREE PROTECTION BUFFER AREA
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1.8m HIGH SOUND WALL (SEE SITE PLAN FOR DETAILS)
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2.0m HIGH SOUND WALL (SEE SITE PLAN FOR DETAILS)
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OVERLAPPING BOARD RESIDENTIAL TO RESIDENTIAL FENCE BSD-1206 (SEE LANDSCAPE PLANS)
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EXISTING CEDAR HEDGE ALONG PROPERTY LINE TO REMAIN
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LIMIT OF TREE PROTECTION
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SIAMESE
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B.F.F. 314.60
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B.F.F. 314.60
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B.F.F. 314.80 (TYP.)
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BUILDING 1 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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B.F.F. 314.60
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BUILDING 4 (3-STOREY)
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12 STANDARD
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TOWNHOMES
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483.5 SQM COVERAGE
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1,862.3 SQM GFA
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AREAS
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SNOW STORAGE
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M
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SWM TANK
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BELOW SLAB
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M
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M
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SPRINKLER
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ROOM
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CB 1 (600x600) T/G 314.33 E INV. 312.42
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CBMH #2
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T/G 314.30
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W INV. 311.92
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E INV. 311.90
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27.0m 300mm STORM @ 0.5%
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11.0m 250mm STM @ 2.0%
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19.5m 300mm STORM @ 0.5%
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20.5m 300mm STORM @ 1.0%%%
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4.5m 300mm STM. @ 1.0%
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JELLY FISH FILTER JF4-2-1-L1 (SEE DETAIL ON SHEET DET-1) T/G 314.38 W INV. 311.73 SE INV. 311.67
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CBMH #1 C/W 75mm ORIFICE CONTROL T/G 314.30 W INV. 311.80 E INV. 311.78 N INV. 311.80
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TANK INVERT = 311.84
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5.5m 300mm STORM @ 0.5%
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CONNECT TO EXISTING STORM SEWER WITH MANUFACTURED TEE INV. ± 311.45
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CBMH #3
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T/G 314.30
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W INV. 312.20
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E INV. 312.06
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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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CLIENT/PROJECT
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SEAL
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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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17-11306.1-B
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POST-1
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1
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NOVEMBER 2018
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1:250
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J.V.
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G.N.
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J.V.
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%%ULEGEND
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PROPOSED JELLYFISH FILTER
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PROPOSED CATCHBASIN
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PROPOSED CATCHBASIN MANHOLE
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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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%%UKEY MAP
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%%UNOTES
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POST DEVELOPMENT CATCHMENT PLAN
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%%UBENCHMARK
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TBM#1 TOP OF IB IN NORTHWEST CORNER OF PROPERTY ELEVATION 314.30
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%%USITE
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ESSA ROAD
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MAPLETON
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AVE
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HARVIE RD
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VETERANS DR
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521 AND 525 ESSA ROAD RESIDENTIAL DEVELOPMENT
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MAPLEVIEW DR.
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%%UHORIZONTAL CONTROL MONUMENTS
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%%UU.T.M. (ZONE 17) NAD 83
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ELEVATIONS SHOW GEODETIC DRIVEN FROM CITY OF BARRIE BENCHMARK #03120030016 ELEVATION, 314.967. BEARINGS HERE IN ARE GRID BEARINGS ARE DERIVED FROM CONTROL MONUMENTS 031950003 (N=4910748.411, E=603095.546) AND ARE REFERRED TO CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE IN ZONE, 17 AND ARE BASED ON NAD83) BENCHMARK V010865470 300.3254 - CONCRETE HEADWALL ON EASTSIDE OF RED FERN AVENUE, 0.15km NORTH OF DYER ROAD. TABLET IS SET HORIZONTALLY IN THE EAST FACE, 16.3m EAST OF CENTERLINE OF ROAD, 52cm WEST OF SOUTH END, 42 cm BELOW THE TOP
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DIRECTION OF OVERLAND FLOW
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1. TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED BY AZIZ SURVEYORS INC. APRIL 6 2017, 2. SITE PLAN PROVIDED BY PATRICK MARKUS LUCKIE SITE PLAN PROVIDED BY PATRICK MARKUS LUCKIE ARCHITECT. 3. REFER TO SOILS REPORT PREPARED BY PETO MacCALLUM REFER TO SOILS REPORT PREPARED BY PETO MacCALLUM LTD. FOR BOREHOLE DETAILS. 4. REFER TO DRAWING ESC-1 FOR SITE DISTURBANCE LIMITS.REFER TO DRAWING ESC-1 FOR SITE DISTURBANCE LIMITS.
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POST-DEVELOPMENT CATCHMENT NUMBER
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COEFFICIENT
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DIRECTION OF OVERLAND FLOW
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POST-DEVELOPMENT CATCHMENT AREA(m)
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201
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3283
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0.00
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201
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3283
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0.86
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202
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1145
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0.27
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2
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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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1
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19.06.06
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REVISED PER CITY COMMENTS
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G.N.
XX
XX
XX
X
X
X
X
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
X
XX
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C
L
F
CLF
CLF
PINESTONE ENGINEERING LIMITED | www.pel.ca
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LP
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EX. 3.0m WIDE ASPHALT MULTI-USE PATH
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EXIST.
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CURB CUT
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EXIST.
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CURB CUT
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CURB
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SIGN
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SIGN
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0.15%%C
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EX. LP
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EX. LP
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ESSA ROAD
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EX. LP
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HEDGE
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LOT 10
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LOT 11
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LOT 12
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LOT 9
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REGISTERED PLAN 1080
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PLAN 51 R- 28122
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S-E CORNER
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OF LOT 10
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PART 89
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PART 90
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PART 91
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PART 92
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PART 93
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PART 94
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PART 95
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PART 75
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PART 74
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PART 73
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PART 72
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PART 1
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PLAN 51R-36772
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0.30m
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PIN 58918-0362 (LT)
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PIN 58918-0364 (LT)
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LOT 13
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S-W CORNER
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OF LOT 12
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EX. 750mm%%C STORM SEWER @ 0.5%%%
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EX. 106.60m 250mm SANITARY SEWER @ 1.0%
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EX. 300mm%%C DI WATERMAIN
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EX. SANMH SANMH SAB07139
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SAN INV. 310.62
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EX.CSV
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EX. 25mm W/S
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EX. 25mm W/S
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EX.CB
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EX.CB
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EX.CSV
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EX.H&V
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EX. 25mm W/S
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EX.DCB
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EX.DICB
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T/G 313.93
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T/G 313.71
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SAN INV. 310.06
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S INV. 310.49
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EX.DICB
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T/G 314.10
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EX.DICB
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T/G 314.05
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EX. SWALE APPROX.
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EX. COMMERCIAL
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EX. COMMERCIAL
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EX. 150mm HYDRANT LEAD
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IN-GROUND
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GARBAGE
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(NOT ENCLOSED)
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98.79m
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62.68m
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54.86m
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ADJACENT COMMERCIAL C4
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ADJACENT RESIDENTIAL RM2
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2.00m
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2.00m
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2m WIDENING
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UP
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TF
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UP
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UP
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UP
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UP
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UP
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UP
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BUILDING 2 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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BUILDING 3 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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UP
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UP
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UP
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UP
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UP
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UP
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3m MULTI-USE PATH
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R=4.5m
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UP
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UP
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SOD
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SOD
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SOD
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CONC. SIDEWALK
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CONC. SIDEWALK
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CONC. SIDEWALK
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1.5m WIDE TREE PROTECTION BUFFER AREA
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1.8m HIGH SOUND WALL (SEE SITE PLAN FOR DETAILS)
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2.0m HIGH SOUND WALL (SEE SITE PLAN FOR DETAILS)
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EXISTING CEDAR HEDGE ALONG PROPERTY LINE TO REMAIN
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LIMIT OF TREE PROTECTION
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SIAMESE
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B.F.F. 314.60
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B.F.F. 314.60
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B.F.F. 314.80 (TYP.)
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BUILDING 1 (3-STOREY)
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12 BACK-TO-BACK
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URBAN TOWNHOMES
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448.2 SQM COVERAGE
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1,430.7 SQM GFA
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B.F.F. 314.60
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BUILDING 4 (3-STOREY)
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12 STANDARD
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TOWNHOMES
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483.5 SQM COVERAGE
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1,862.3 SQM GFA
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AREAS
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SNOW STORAGE
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M
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SWM TANK
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BELOW SLAB
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M
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M
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SPRINKLER
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ROOM
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CB 1 (600x600) T/G 314.33 E INV. 312.42
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CBMH #2
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T/G 314.30
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W INV. 311.92
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E INV. 311.90
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27.0m 300mm STORM @ 0.5%
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11.0m 300mm STM @ 2.0%
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19.5m 300mm STORM @ 0.5%
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20.5m 300mm STORM @ 1.0%%%
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4.5m 300mm STM. @ 1.0%
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H&V
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JELLY FISH FILTER JF4-2-1-L1 (SEE DETAIL ON SHEET DET-1) T/G 314.38 W INV. 311.73 SE INV. 311.67
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CBMH #1 C/W 75mm ORIFICE CONTROL T/G 314.30 W INV. 311.80 E INV. 311.78 N INV. 311.80
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TANK INVERT = 311.84
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5.5m 300mm STORM @ 0.5%
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CONNECT TO EXISTING STORM SEWER WITH MANUFACTURED TEE INV. ± 311.45
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CBMH #3
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T/G 314.30
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W INV. 312.20
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E INV. 312.06
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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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CLIENT/PROJECT
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SEAL
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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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17-11306.1-B
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STM-1
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1
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NOVEMBER 2018
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1:250
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J.V.
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G.N.
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J.V.
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%%ULEGEND
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PROPOSED JELLYFISH FILTER
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PROPOSED CATCHBASIN
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PROPOSED CATCHBASIN MANHOLE
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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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%%UKEY MAP
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%%UNOTES
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STORM SEWER CATCHMENT PLAN
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%%UBENCHMARK
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TBM#1 TOP OF IB IN NORTHWEST CORNER OF PROPERTY ELEVATION 314.30
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%%USITE
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ESSA ROAD
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MAPLETON
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AVE
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HARVIE RD
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VETERANS DR
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521 AND 525 ESSA ROAD RESIDENTIAL DEVELOPMENT
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MAPLEVIEW DR.
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%%UHORIZONTAL CONTROL MONUMENTS
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%%UU.T.M. (ZONE 17) NAD 83
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ELEVATIONS SHOW GEODETIC DRIVEN FROM CITY OF BARRIE BENCHMARK #03120030016 ELEVATION, 314.967. BEARINGS HERE IN ARE GRID BEARINGS ARE DERIVED FROM CONTROL MONUMENTS 031950003 (N=4910748.411, E=603095.546) AND ARE REFERRED TO CENTRAL MERIDIAN (81 DEGREES OF LONGITUDE IN ZONE, 17 AND ARE BASED ON NAD83) BENCHMARK V010865470 300.3254 - CONCRETE HEADWALL ON EASTSIDE OF RED FERN AVENUE, 0.15km NORTH OF DYER ROAD. TABLET IS SET HORIZONTALLY IN THE EAST FACE, 16.3m EAST OF CENTERLINE OF ROAD, 52cm WEST OF SOUTH END, 42 cm BELOW THE TOP
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DIRECTION OF OVERLAND FLOW
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1. TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED BY AZIZ SURVEYORS INC. APRIL 6 2017, 2. SITE PLAN PROVIDED BY PATRICK MARKUS LUCKIE SITE PLAN PROVIDED BY PATRICK MARKUS LUCKIE ARCHITECT. 3. REFER TO SOILS REPORT PREPARED BY PETO MacCALLUM REFER TO SOILS REPORT PREPARED BY PETO MacCALLUM LTD. FOR BOREHOLE DETAILS. 4. REFER TO DRAWING ESC-1 FOR SITE DISTURBANCE LIMITS.REFER TO DRAWING ESC-1 FOR SITE DISTURBANCE LIMITS.
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STORM CATCHMENT NUMBER
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COEFFICIENT
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DIRECTION OF OVERLAND FLOW
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STORM CATCHMENT AREA(m)
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201
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3283
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0.00
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201
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3283
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0.86
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2
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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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1
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19.06.06
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REVISED PER CITY COMMENTS
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G.N.
PINESTONE ENGINEERING LIMITED | www.pel.ca
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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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CLIENT/PROJECT
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SEAL
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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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17-11306.1-B
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DET-1
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1
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NOVEMBER 2018
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N.T.S.
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J.V.
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G.N.
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J.V.
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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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%%UKEY MAP
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%%UNOTES
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%%USITE
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ESSA ROAD
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MAPLETON
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AVE
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HARVIE RD
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VETERANS DR
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521 AND 525 ESSA ROAD RESIDENTIAL DEVELOPMENT
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MAPLEVIEW DR.
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STANDARD AND CONSTRUCTION DETAILS
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1. TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED TOPOGRAPHIC SURVEY AND LEGAL INFORMATION COMPLETED BY AZIZ SURVEYORS INC. APRIL 6 2017, 2. SITE PLAN PREPARED BY PATRICK MARCUS LUCKIE, SITE PLAN PREPARED BY PATRICK MARCUS LUCKIE, ARCHITECT APRIL 10th, 2018
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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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1
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19.06.06
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REVISED PER CITY COMMENTS
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G.N.
PINESTONE ENGINEERING LIMITED | www.pel.ca
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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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CLIENT/PROJECT
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SEAL
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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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17-11303.1-B
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GN-1
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1
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NOVEMBER 2018
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N.T.S.
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J.V.
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G.N.
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J.V.
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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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%%UKEY MAP
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%%USITE
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ESSA ROAD
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MAPLETON
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AVE
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HARVIE RD
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VETERANS DR
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521 AND 525 ESSA ROAD RESIDENTIAL DEVELOPMENT
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MAPLEVIEW DR.
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GENERAL NOTES AND DETAILS
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EXISTING SOILS AND GRANULAR MATERIALS TO BE REMOVED TO THE LIMITS SHOWN ON THE DRAWINGS AND ANY SURPLUS IS TO BE DISPOSED OFF-SITE AT A
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LOCATION CHOSEN BY, AND PAID FOR, BY THE CONTRACTOR.
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PROPOSED SUB-GRADE TO BE INSPECTED AND PROOF-ROLLED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER AND APPROVED PRIOR TO PLACEMENT OF
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GRANULAR "B". DEFICIENT AREAS ARE TO BE SUB-EXCAVATED AND REPLACED WITH GRANULAR "B" AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
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THE GRANULAR SUB-BASE IS TO BE INSPECTED AND PROOF-ROLLED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER AND APPROVED PRIOR TO PLACEMENT
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OF THE GRANULAR "A".
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THE GRANULAR BASE IS TO BE INSPECTED AND PROOF-ROLLED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER AND APPROVED PRIOR TO PLACEMENT OF THE
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ASPHALT.
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CONTRACTOR TO PROVIDE SAMPLES OF GRANULAR MATERIALS AND THE ASPHALT MIX DESIGNS TO THE GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
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GRANULAR MATERIALS TO BE UNIFORMLY COMPACTED TO MINIMUM 100%%% STANDARD PROCTOR MAXIMUM DRY DENSITY. HOT LAID ASPHALT TO BE ROLLED
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UNIFORMLY TO A MINIMUM OF 97%%% MARSHALL BULK DENSITY.
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GRASSED AREAS DISTURBED DURING CONSTRUCTION TO BE RESTORED WITH MINIMUM 200mm TOPSOIL AND SOD.
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TOPSOIL SHALL CONFORM TO OPSS 570, EXCEPT THAT TOPSOIL SHALL CONTAIN NOT LESS THAN 4%%% ORGANIC MATTER FOR CLAY LOAMS AND NOT LESS THAN 2%%%
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FOR SANDY LOAMS, WITH AN ACIDITY VALUE RANGING FROM P.H. 6.0 TO P.H. 7.5 AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL BE FREE
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FROM ANY ADMIXTURE OF SUBSOIL, CLAY LUMPS, STONES GREATER THAN 25MM IN DIAMETER AND ANY OTHER EXTRANEOUS MATTER.
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SOD SHALL CONFORM TO OPSS 571.
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%%UPARKING LOT/DRIVEWAY NOTES
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%%uRESTORATION NOTES
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A. REINSTATE ROADS TO PREVIOUS CONDITION OR BETTER. MINIMUM 40mm HL3, 100mm HL4, 150mm GRANULAR 'A AND 500mm GRANULAR 'B' B. CONTRACTOR TO RESTORE DRIVEWAYS AND BOULEVARD IN AREAS DISTURBED BY CONSTRUCTION TO EQUAL OR BETTER CONDITIONS. C. MINIMUM GRAVEL DRIVEWAY RESTORATION TO BE 150mm, GRANULAR 'A'. ASPHALT DRIVEWAY RESTORATION TO BE 50mm OF HL3. AND 200mm GRANULAR 'A' D. ALL GRASSED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED WITH 200mm DEPTH TOPSOIL AND SOD. MAINTAIN UNTIL ESTABLISHED. E. ALL RESTORATION WORK TO BE COMPLETED TO THE SATISFACTION OF THE ENGINEER. F. DRIVEWAYS TO BE 50mm HL3 WITH 200mm GRANULAR 'A' MINIMUM.
