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18:390

BENCHMARK

KEYMAP

2496103 ONTARIO INC.

CITY OF BARRIE

COUNTY OF SIMCOE

FARIS TEAM BROKERAGE

PARK PLACE

SUBJECT

SITE

SITE SERVICING PLAN

SS

EXTERNAL SITE

SERVICING PLAN

EXT

18:390

BENCHMARK

KEYMAP


CITY OF BARRIE

COUNTY OF SIMCOE


PARK PLACE

SUBJECT

SITE

SITE GRADING PLAN

SG

18:390

BENCHMARK

KEYMAP


CITY OF BARRIE

COUNTY OF SIMCOE


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


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.

STORM DRAINAGE PLAN

STM

SANITARY DRAINAGE PLAN

SAN

ROOFTOP DRAINAGE PLAN

RDC

ONTARIO PROVINCIAL

STANDARD DRAWINGS

DET

THE CITY OF BARRIE FOR

ROOM TO BE SUPPLIED TO

* A KEY TO THE MECHANICAL

NOTES:

DATEAPR'DNO. REVISION


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


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.

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