Post on 26-Mar-2022
18:390
BENCHMARK
KEYMAP
2496103 ONTARIO INC.
CITY OF BARRIE
COUNTY OF SIMCOE
FARIS TEAM BROKERAGE
PARK PLACE
SUBJECT
SITE
SITE SERVICING PLAN
SS
18:390
BENCHMARK
KEYMAP
2496103 ONTARIO INC.
CITY OF BARRIE
COUNTY OF SIMCOE
FARIS TEAM BROKERAGE
PARK PLACE
SUBJECT
SITE
SITE GRADING PLAN
SG
18:390
BENCHMARK
KEYMAP
2496103 ONTARIO INC.
CITY OF BARRIE
COUNTY OF SIMCOE
FARIS TEAM BROKERAGE
PARK PLACE
SUBJECT
SITE
EROSION AND SEDIMENT
CONTROL PLAN
SED
CITY OF BARRIE STANDARD
NO. REVISION
BSD-23A
A.S.CDRAWN:
DATEAPR'D
APR'D:
NTSSCALE:
04.03.16DATE:
STEEL "TEE" BAR POSTS 50mm x 50mm
x 1800mm LONG, SPACED 2500mm O.C. WITH
TOP 200mm SPRAY PAINTED FLORESCENT
ORANGE
150mm (6") PAGE WIRE FENCING
ATTACHED TO POSTS
WOVEN GEOTEXTILE ATTACHED,
FOLDED OVER, AND WIRE
LOOPED TO FENCE.
FABRIC FOLDED OVER
TOP OF FENCE
900mm MIN.
TYPICAL DETAIL OF
SILTATION CONTROL FENCE
STABILIZED MATERIAL. FABRIC TO BE FOLDED OVER TOP OF FENCE MIN. 300mm AND
8. GEOTEXTILE FABRIC TO BE COMPRISED OF WOVEN OR NON-WOVEN U.V.
7. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN.
WITH CLEAR STONE.
6. FROZEN GROUND CONDITIONS REQUIRE FILTER FABRIC TO BE BACKFILLED IN TRENCH
5. STEEL 'T' BAR POSTS ARE TO BE SPACED MAX. 2500mm ON CENTER.
METHODS WITH COMPACTION OF TRENCH MATERIAL MEETING 95% STANDARD PROCTOR
TOED INTO THE SOIL A MIN. OF 150mm BY EITHER STATIC SLICING OR TRENCH
4. SILT/SEDIMENT CONTROL FENCE SHALL BE INSTALLED WITH FILTER MEDIA FABRIC
"CHART F4-3C TOPOGRAPHIC FACTOR LS BASED ON SLOPE LENGTH AND GRADIENT."
YIELD ON SLOPES THAT CONFORM TO MTO DRAINAGE MANUAL VOLUME 2
3. SILT/SEDIMENT CONTROL FENCE IS TO BE LOCATED IN AREAS OF LOW SEDIMENT
2. SILT CONTROL FENCE SHOULD BE ALIGNED WITH CONTOURS FOR SHEET OVERLAND FLOW.
NOTES:
BACKFILL (see Note 5)
COMPACTED NATIVE SOIL
FILTER FABRIC
PAGE WIRE FENCE
STEEL 'T' BAR POST
600mm
MINIMUM SETBACK FROM
PROPERTY LIMITS/TOP OF
BANK: 3000mm
FASTEN FABRIC
WITH WIRE TIES
WIRE FASTENED.
DENSITY.
MODIFICATIONS BY ENV. SER. 04.04.061
AND SEDIMENTATION CONTROL MEASURES' AND IS TO BE ADMINISTERED ACCORDINGLY.
ALTERATION BY-LAW, 'CODE FOR THE DESIGN AND MAINTENANCE OF EROSION
1. THIS STANDARD IS TO BE IN ACCORDANCE WITH SCHEDULE "B" OF THE SITE
R.G.N.
FENCE DIM. & NOTE #4 CHANGE05.01.172 M.S.
CONSTRUCTION
CITY OF BARRIE STANDARD
NO. REVISION
BSD-23D
A.S.CDRAWN:
DATEAPR'D
APR'D:
N.T.SSCALE:
04.03.16DATE:
ENTRANCE MAT
Areas Without Vegetation
Dual Silt Fence along edge of access road
and property line
0.1m to 0.2m quarry stone
with appropriate geotextile
base
Existing Roadway
8 m
Install culvert as needed in existing
ditches
Maintain or establish vegetative
buffer beyond silt fence
Silt Fence along edge of access
road and property line
Install Silt Fence to
property line
1.
2.
3.
4.
Purpose of Construction Mat is to minimize transportation of
sediment onto roadways.
Construction mat is to be installed as the first step in the site
alteration process.
Construction mats are required where paved roads are within
300m of the site.
NOTES:
BY-LAW, 'CODE FOR THE DESIGN AND
SCHEDULE "B" OF THE SITE ALTERATION
THIS STANDARD IS TO BE IN ACCORDANCE WITH
MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES' AND IS TO BE ADMINISTERED
ACCORDINGLY.
R.G.N.
1. Standardized Dimension Text 05.10.28J.S.
ONTARIO PROVINCIAL
STANDARD DRAWINGS
DET
THE CITY OF BARRIE FOR
ROOM TO BE SUPPLIED TO
* A KEY TO THE MECHANICAL
NOTES:
DATEAPR'DNO. REVISION
CITY OF BARRIE STANDARD
BSD-58
APR'D: DATE:
DRAWN: SCALE:
FOR DOMESTIC SERVICES
N.T.S.
2000.01.31
REQUIRE CONCRETE SUPPORTS
WATER METER AND GATE VALVES
4. VALVE TO BE INSPECTED AND SEALED BY THE CITY OF BARRIE
DIA.DIA.
PIPE
PIPE
3X5X
N/A
N/A
(24")
610mm
150mm(6")
(20")
508mm
100mm(4")
432mm
(17")
75mm(3")
432mm50mm(2")
330mm38mm(1.5")
VALVE
BY-PASS VALVE
EXCEPT WATER METERS . ALL METERS 75mm AND LARGER
"Z"
"X"
"Y"
FULL PIPE FLOW IS NECESSARY FOR PROPER METER REGISTRATION.
NO TIME ARE TO BE SUBSTITUTED WITH BUTTERFLY VALVES.
3. GATE OR BALL VALVES ARE ACCEPTABLE AND AT
ARE TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR.
2. ALL MATERIALS TO BE SUPPLIED BY THE CONTRACTOR
DIAMETER OF THE INTERNAL PLUMBING.
5. STRAINER MAY BE REQUIRED AT CITY OF BARRIE DISCRETION.
1. THE DIAMETER OF THE BY-PASS LINE SHALL MATCH THE
SIDE VIEW
WOODEN WEDGES
MIN.
300mm
METER
"Z""X"
"Y"
SIZE
METER
FLUSH PLUG
(MINIMUM 62.5mm (2.5")
FIREHOSE CONNECTION)
6. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
METER READING AND
TYPICAL METER INSTALLATION
REQUIRING BY-PASSES
MAINTENANCE.
ON SERVICES 76.2mm (3")
AND LARGER
7. TURBINE METERS ARE NOT PERMITTED.
1.0m
MIN.
WORKING
SPACE
TOP VIEW OF METER
200mm
MIN.
C
L
400mm
MIN.
OBJECT
ImmOVABLE
WALL OR ANY
1 TOP VIEW OF METER, NOTES #1, 2, & 72003.03.07R.N.
R.G.N.
J.A.S.
BEDDING AS SPECIFIED
STANDARD HYDRANT AND VALVE
NO.
2000.01.14
150mm DIA.
MIN.
CONCRETE SUPPORT
INSTALLATION
CITY OF BARRIE STANDARD
RESILIANT SEAT
150mm VALVE
REVISION
DRAWN:
APR'D:
BSD-50
SCALE:
DATE:
DATEAPR'D
150mm DIA. PIPE
N.T.S.
BITUMINOUS PAINT)
(GALVANIZED OR
19mm THREADED RODS
NOTE #1
PVC TEE
U/G BELL CLAMPS
PVC PUSH-ON TEE & VALVE
19mm NUT C/W SO. WASHER
CONCRETE THRUST BLOCK
WATERMAIN
A) ALL CONCRETE THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED
D) ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN.
B) POLYETHYLENE BOND BREAKER TO BE USED BETWEEN CONCRETE
WITH UPPER AND
LOWER SECTION
SLIDE TYPE VALVE BOX
ANCHOR TEE
SET TO FINISHED
GRADE
DRAIN
POLYETHYLENE
HOLE
COVERING
900mm WIDE
STONE
19mm CLEAR
600
100mm MAX.
50mm MIN.
NOTES
GROUND.
AND FITTINGS.
C) BOLTS FOR BURIED FLANGE CONNECTIONS ARE TO BE STAINLESS STEEL.
E) SEE NOTE#1 FOR PVC PUSH-ON JOINT.
PUSH-ON STYLE
HYDRANT VALVE
HYDRANT
F) FIRE HYDRANT LEAD SHALL BE RESTRAINED FROM WATERMAIN
TO HYDRANT BOOT.
RESTRAINER
RESTRAINER/BEDDING1. K.C. 2000.03.16
R.M.B.
R.G.N.