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RET.WALL TW=261.30 BW=259.50 RET.WALL TW=259.24 BW=257.74 RET.WALL TW=262.35 BW=260.40 RET.WALL TW=258.64 BW=256.45 TW = 262.00 BW = 260.00 H = 2.0m TW = 262.00 BW = 261.410 H = 0.59m TW = 262.00 BW = 260.00 H = 2.0m TW = 262.00 BW = 260.00 H = 2.0m TW = 262.00 BW = 260.00 H = 2.0m TW = 258.90 BW = 258.00 H = 0.9m TW = 258.85 BW = 257.50 H = 1.35m TW = 259.35 BW = 258.00 H = 1.35m TW = 258.00 BW = 257.23 H = 0.77m TW = 262.14 BW = 260.90 H = 1.24m FLAT AREA TW = 258.90 BW = 257.00 H = 1.9m TW = 253.75 BW = 251.50 H = 2.25m TW = 259.00 BW = 257.50 H = 1.5m 253.75 BOTTOM 251.50 TW = 260.36 BW = 259.00 H = 1.36m MAX 3:1 MAX 3:1 STORM WATER MANAGEMENT POND # 2 STORM WATER MANAGEMENT POND # 1 TW = 258.90 BW = 258.70 H = 0.20m 253.00 MAX 3:1 PERFORATED MH TW = 258.80 BW = 257.00 H = 1.8m END OF WALL TW = 263.00 BW = 262.14 H = 0.86m TW = 263.00 BW = 262.00 H = 1.00m END OF WALL RET.WALL TW=261.30 BW=259.50 RET.WALL TW=259.24 BW=257.74 RET.WALL TW=262.35 BW=260.40 RET.WALL TW=258.64 BW=256.45 TW = 262.00 BW = 260.00 H = 2.0m TW = 262.00 BW = 261.410 H = 0.59m TW = 262.00 BW = 260.00 H = 2.0m TW = 262.00 BW = 260.00 H = 2.0m TW = 262.00 BW = 260.00 H = 2.0m TW = 258.90 BW = 258.00 H = 0.9m TW = 258.85 BW = 257.50 H = 1.35m TW = 259.35 BW = 258.00 H = 1.35m TW = 258.00 BW = 257.23 H = 0.77m TW = 262.14 BW = 260.90 H = 1.24m FLAT AREA TW = 258.90 BW = 257.00 H = 1.9m TW = 253.75 BW = 251.50 H = 2.25m TW = 259.00 BW = 257.50 H = 1.5m 253.75 BOTTOM 251.50 TW = 260.36 BW = 259.00 H = 1.36m MAX 3:1 MAX 3:1 STORM WATER MANAGEMENT POND # 2 STORM WATER MANAGEMENT POND # 1 TW = 258.90 BW = 258.70 H = 0.20m 253.00 MAX 3:1 PERFORATED MH TW = 258.80 BW = 257.00 H = 1.8m END OF WALL TW = 263.00 BW = 262.14 H = 0.86m TW = 263.00 BW = 262.00 H = 1.00m END OF WALL PIPE OUTLET CONDELAND ENGINEERINGLTD. ConsultingEngineersandProjectManagers 350CREDITSTONEROAD,UNIT200 CONCORD,ON.,L4K3Z2 PHONE:(905)695-2096 FAX:(905)695-2099 DENOTES CATCHBASIN DENOTES SEMI-DETACHED LOT DENOTES HYDRANT DENOTES VALVE & CHAMBER DENOTES SANITARY MANHOLE DENOTES STORM MANHOLE DENOTES DOUBLE CATCHBASIN DENOTES ENGINEERING FILL DENOTES CATCHBASIN WITH ICD IPEX TYPE 'A' 20 l/sec DENOTES ROOF DRAIN COLLECTOR SEWER DENOTES HANDWELL PER CITY STD 434 DENOTES 100mm Ø UTILITY CONDUIT DENOTES DOUBLE SERVICE CONNECTION DENOTES SINGLE SERVICE CONNECTION DENOTES LOT WITH 25mmØ TYPE 'K' WATER SERVICE DENOTES ANTI SEEPAGE COLLAR DENOTES DOUBLE CATCHBASIN WITH ICD IPEX TYPE 'A' 20 l/sec DENOTES VALVE & BOX DENOTES 19mmØ WATER SERVICE CONNECTION DENOTES CHAIN LINK FENCE DENOTES ACOUSTIC FENCE DENOTES STREET NAME SIGN DENOTES STOP SIGN DENOTES BUS STOP PAD DENOTES DRIVEWAY LOCATION DENOTES DEAD END SIGN DENOTES PAINTED STOP BAR DENOTES TRANSFORMER DENOTES LIGHT STANDARD DENOTES TEMP BUS STOP DENOTES STREETLIGHT PEDESTAL DENOTES TRAFFIC SIGNAL POLE DENOTES 1.8m HIGH WOOD PRIVACY FENCE REFER LANDSCAPE DRAWING DENOTES SWALE (NO STANDING AREA PAD) AND BARRICADE DENOTES SOAKAWAY PIT POTENTIAL LOCATION FOR INFILTRATION TRENCH SANITARY INVERT DENOTES TREE PRESERVATION FENCING
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Page 1: EDENOAK (CREDITVIEW HEIGHTS) INC. 2.pdf · pipe outlet condeland engineering ltd. consulting engineers and project managers 350 creditstone road, unit 200 concord, on., l4k 3z2 phone:

RE

T.W

ALL

TW

=261.3

0

BW

=259.5

0

RE

T.W

ALL

TW

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4

BW

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4

RE

T.W

ALL

TW

=262.3

5

BW

=260.4

0

RE

T.W

ALL

TW

=258.6

4

BW

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5

TW

= 2

62.0

0

BW

= 2

60.0

0

H =

2.0

m

TW

= 2

62.0

0

BW

= 2

61.4

10

H =

0.5

9m

TW

= 2

62.0

0

BW

= 2

60.0

0

H =

2.0

m

TW

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62.0

0

BW

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m

T

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2

6

2

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58.9

0

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0

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m

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58.8

5

BW

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57.5

0

H =

1.3

5m

TW

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5

BW

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58.0

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1.3

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58.0

0

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3

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60.9

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4m

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3

.

0

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A

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3

:

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D O

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ALL

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D O

F W

ALL

RE

T.W

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TW

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BW

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RE

T.W

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4

BW

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RE

T.W

ALL

TW

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5

BW

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0

RE

T.W

ALL

TW

=258.6

4

BW

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5

TW

= 2

62.0

0

BW

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60.0

0

H =

2.0

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TW

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62.0

0

BW

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10

H =

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TW

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62.0

0

BW

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0

H =

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m

TW

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62.0

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BW

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60.0

0

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m

T

W

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2

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6

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0

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5

BW

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= 2

59.3

5

BW

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58.0

0

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TW

= 2

58.0

0

BW

= 2

57.2

3

H =

0.7

7m

TW

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62.1

4

BW

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RE

A

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0

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2

5

3

.

0

0

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A

X

3

:

1

P

E

R

F

O

R

A

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D

M

H

TW

= 2

58.8

0

BW

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57.0

0

H =

1.8

m

EN

D O

F W

ALL

TW

= 2

63.0

0

BW

= 2

62.1

4

H =

0.8

6m

TW

= 2

63.0

0

BW

= 2

62.0

0

H =

1.0

0m

EN

D O

F W

ALL

P

IP

E

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T

L

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T

CONDELANDENGINEERING LTD.

Consulting Engineers and Project Managers350 CREDITSTONE ROAD, UNIT 200CONCORD, ON., L4K 3Z2

PHONE: (905) 695-2096FAX: (905) 695-2099

DENOTES CATCHBASIN

DENOTES SEMI-DETACHED LOT

DENOTES HYDRANT

DENOTES VALVE & CHAMBER

DENOTES SANITARY MANHOLE

DENOTES STORM MANHOLE

DENOTES DOUBLE CATCHBASIN

DENOTES ENGINEERING FILL

DENOTES CATCHBASIN WITH ICD IPEX TYPE 'A' 20 l/sec

DENOTES ROOF DRAIN COLLECTOR SEWER

DENOTES HANDWELL PER CITY STD 434

DENOTES 100mm Ø UTILITY CONDUIT

DENOTES DOUBLE SERVICE CONNECTION

DENOTES SINGLE SERVICE CONNECTION

DENOTES LOT WITH 25mmØ TYPE 'K' WATER SERVICE

DENOTES ANTI SEEPAGE COLLAR

DENOTES DOUBLE CATCHBASIN WITH ICD IPEX TYPE 'A' 20 l/sec

DENOTES VALVE & BOX

DENOTES 19mmØ WATER SERVICE CONNECTION

DENOTES CHAIN LINK FENCE

DENOTES ACOUSTIC FENCE

DENOTES STREET NAME SIGN

DENOTES STOP SIGN

DENOTES BUS STOP PAD

DENOTES DRIVEWAY LOCATION

DENOTES DEAD END SIGN

DENOTES PAINTED STOP BAR

DENOTES TRANSFORMER

DENOTES LIGHT STANDARD

DENOTES TEMP BUS STOP

DENOTES STREETLIGHT PEDESTAL

DENOTES TRAFFIC SIGNAL POLE

DENOTES 1.8m HIGH WOOD PRIVACY

FENCE REFER LANDSCAPE DRAWING

DENOTES SWALE

(NO STANDING AREA PAD)

AND BARRICADE

DENOTES SOAKAWAY PIT

POTENTIAL LOCATION FOR INFILTRATION TRENCH

SANITARY INVERT

DENOTES TREE PRESERVATION FENCING

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CBMH2 INV=233.78(IN)300mm DIA. INV=232.78(OUT)1200mm DIA.
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CBMH4 INV=238.68(IN) INV=237.83(OUT)
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300mm DIA CONC. STM @10.50%
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300mm DIA CONC. STM @10.10%
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246.00
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245.50
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245.00
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244.50
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3.5%%%
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4.0%%%
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BH7
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MW106
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WELL 2803792
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257.00
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253.16
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@ 1.16 %
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5.00%
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4:1 MAX
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4:1 MAX
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H = 1 :100
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V = 1 :100
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200mm OF 50mm CRUSHER RUN LIMESTONE, TOP DRESSED WITH 20mm CRUSHERRUN LIMESTONE
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COMPACTED SUBSOIL OR UNDISTURBED GROUND
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253.33
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V = 1 :100
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H = 1 :100
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250
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255
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254.00
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253.35
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253.15
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4:1 MAX
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4:1 MAX
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H = 1 :100
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V = 1 :100
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PROP. ARMOUR STONE RETAINING WALL
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PROP. ARMOUR STONE RETAINING WALL
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COMPACTED SUBSOIL OR UNDISTURBED GROUND
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200mm OF 50mm CRUSHER RUN LIMESTONE, TOP DRESSED WITH 20mm CRUSHERRUN LIMESTONE
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EXISTING GRADE
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PROPOSED GRADE
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200mm OF 50mm CRUSHER RUN LIMESTONE, TOP DRESSED WITH 20mm CRUSHERRUN LIMESTONE
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COMPACTED SUBSOIL OR UNDISTURBED GROUND
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5.00%
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EXISTING GRADE
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PROP. 1.20m CHAIN LINK FENCE
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PROP. 1.20m CHAIN LINK FENCE
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DICB TOP=261.70
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PART 8, PLAN 20R-1771
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LONG TERM STABLE TOP OF SLOPE
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LONG TERM STABLE TOP OF SLOPE
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TOP OF BANK STAKED BY C.V.C. ON FEB 04, 2010
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CL OF EXIST. TRAIL
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CBMH2 INV=233.78(IN)300mm DIA. INV=232.78(OUT)1200mm DIA.
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CBMH4 INV=238.68(IN) INV=237.83(OUT)
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300mm DIA CONC. STM @10.50%
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300mm DIA CONC. STM @10.10%
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246.00
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245.50
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245.00
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244.50
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3.5%%%
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BH7
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MW106
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BH6
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MW102
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BH1
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MW101
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BH3
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BH8
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MW107
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WELL2802942
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WELL 2803792
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0+11
AutoCAD SHX Text
0+12
AutoCAD SHX Text
0+13
AutoCAD SHX Text
0+14
AutoCAD SHX Text
0+15
AutoCAD SHX Text
0+16
AutoCAD SHX Text
0+17
AutoCAD SHX Text
0+18
AutoCAD SHX Text
250
AutoCAD SHX Text
255
AutoCAD SHX Text
260
AutoCAD SHX Text
250
AutoCAD SHX Text
255
AutoCAD SHX Text
260
AutoCAD SHX Text
257.00
AutoCAD SHX Text
253.16
AutoCAD SHX Text
@ 1.16 %
AutoCAD SHX Text
5.00%
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
H = 1 :100
AutoCAD SHX Text
V = 1 :100
AutoCAD SHX Text
200mm OF 50mm CRUSHER RUN LIMESTONE, TOP DRESSED WITH 20mm CRUSHERRUN LIMESTONE
AutoCAD SHX Text
COMPACTED SUBSOIL OR UNDISTURBED GROUND
AutoCAD SHX Text
253.33
AutoCAD SHX Text
V = 1 :100
AutoCAD SHX Text
H = 1 :100
AutoCAD SHX Text
250
AutoCAD SHX Text
255
AutoCAD SHX Text
254.00
AutoCAD SHX Text
253.35
AutoCAD SHX Text
253.15
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
H = 1 :100
AutoCAD SHX Text
V = 1 :100
AutoCAD SHX Text
PROP. ARMOUR STONE RETAINING WALL
AutoCAD SHX Text
PROP. ARMOUR STONE RETAINING WALL
AutoCAD SHX Text
251
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
254
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
COMPACTED SUBSOIL OR UNDISTURBED GROUND
AutoCAD SHX Text
200mm OF 50mm CRUSHER RUN LIMESTONE, TOP DRESSED WITH 20mm CRUSHERRUN LIMESTONE
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
PROPOSED GRADE
AutoCAD SHX Text
251
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
254
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
0+00
AutoCAD SHX Text
0+01
AutoCAD SHX Text
0+02
AutoCAD SHX Text
0+03
AutoCAD SHX Text
0+04
AutoCAD SHX Text
0+05
AutoCAD SHX Text
251
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
254
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
PROPOSED GRADE
AutoCAD SHX Text
PROP. ARMOUR STONE RETAINING WALL
AutoCAD SHX Text
200mm OF 50mm CRUSHER RUN LIMESTONE, TOP DRESSED WITH 20mm CRUSHERRUN LIMESTONE
AutoCAD SHX Text
COMPACTED SUBSOIL OR UNDISTURBED GROUND
AutoCAD SHX Text
5.00%
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
PROPOSED GRADE
AutoCAD SHX Text
PROP. 1.20m CHAIN LINK FENCE
AutoCAD SHX Text
PROP. 1.20m CHAIN LINK FENCE
AutoCAD SHX Text
DICB TOP=261.70
AutoCAD SHX Text
3.1%%%
AutoCAD SHX Text
IB
AutoCAD SHX Text
(1370)
AutoCAD SHX Text
(1370)
AutoCAD SHX Text
IB
AutoCAD SHX Text
(1370)
AutoCAD SHX Text
IB
AutoCAD SHX Text
IB
AutoCAD SHX Text
(1370)
AutoCAD SHX Text
(1370)
AutoCAD SHX Text
IB
AutoCAD SHX Text
(1370)
AutoCAD SHX Text
IB
AutoCAD SHX Text
PART 8, PLAN 20R-1771
AutoCAD SHX Text
LONG TERM STABLE TOP OF SLOPE
AutoCAD SHX Text
LONG TERM STABLE TOP OF SLOPE
AutoCAD SHX Text
TOP OF BANK STAKED BY C.V.C. ON FEB 04, 2010
AutoCAD SHX Text
CL OF EXIST. TRAIL
AutoCAD SHX Text
CL OF EXIST. TRAIL
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
CL OF EXIST. TRAIL
AutoCAD SHX Text
V A C A N T
AutoCAD SHX Text
R E S I D E N T I A L
AutoCAD SHX Text
R E S I D E N T I A L
AutoCAD SHX Text
STREET B
AutoCAD SHX Text
STREET A
AutoCAD SHX Text
CREDIT
AutoCAD SHX Text
STREET
AutoCAD SHX Text
PARK STREET EAST
AutoCAD SHX Text
ALEXANDER STREET
AutoCAD SHX Text
PARK STREET
AutoCAD SHX Text
CHELTEN STREET
AutoCAD SHX Text
GLEN STREET
AutoCAD SHX Text
WILDWOOD ROAD
AutoCAD SHX Text
R E S I D E N T I A L
AutoCAD SHX Text
(BY REGISTERED PLAN 10)
AutoCAD SHX Text
103
AutoCAD SHX Text
EX. 150mm %%C D.I. CL. 52 WATERMAIN
AutoCAD SHX Text
1 1/4"
AutoCAD SHX Text
115
AutoCAD SHX Text
109
AutoCAD SHX Text
107
AutoCAD SHX Text
105
AutoCAD SHX Text
R=25.75m
AutoCAD SHX Text
EX. 59.70m - 200mm%%C PVC SAN @ 4.68%%%
AutoCAD SHX Text
EX.SAN.MH23A RIM:260.25 NINV:258.28 SINV:258.20
AutoCAD SHX Text
EX.SAN.MH24A RIM:264.21 NINV:260.99 SINV:261.09
AutoCAD SHX Text
PROP. 150mm%%C PVC W/M
AutoCAD SHX Text
PROP. 200mm%%C PVC W/M
AutoCAD SHX Text
PROP. 200mm%%C PVC W/M
AutoCAD SHX Text
PROP. 200mm%%C PVC W/M
AutoCAD SHX Text
EX. 90.00m - 200mm%%C PVC SAN @ 3.74%%%
AutoCAD SHX Text
EX.SAN.MH22A RIM:229.25 NINV:254.83 EINV:254.75
AutoCAD SHX Text
EX.SAN.MH21A WINV:252.18 EINV:XXX.XX
AutoCAD SHX Text
EX. 60.10m - 200mm%%C PVC SAN @ 4.27%%%
AutoCAD SHX Text
WEST
AutoCAD SHX Text
MH1/3A
AutoCAD SHX Text
262.25 (Ex.)
AutoCAD SHX Text
PROPOSED 3m WIDE
AutoCAD SHX Text
TRAIL/WALKWAY
AutoCAD SHX Text
EXISTING DRAINAGE SWALE
AutoCAD SHX Text
SAN.MH
AutoCAD SHX Text
EXTERNAL LOT TO BE SERVICED BY TRASH PUMP AND CONNECT TO SANITARY SEWER VIA EASEMENT.
AutoCAD SHX Text
2024m2
AutoCAD SHX Text
6
AutoCAD SHX Text
LOT NUMBER
AutoCAD SHX Text
LOT AREA (PROPOSED)
AutoCAD SHX Text
LONG TERM STABLE TOP OF SLOPE
AutoCAD SHX Text
LONG TERM STABLE TOP OF SLOPE
AutoCAD SHX Text
LONG TERM STABLE TOP OF SLOPE
AutoCAD SHX Text
MH1
AutoCAD SHX Text
MH2
AutoCAD SHX Text
MH3
AutoCAD SHX Text
MH4
AutoCAD SHX Text
MH5
AutoCAD SHX Text
MH6
AutoCAD SHX Text
MH7
AutoCAD SHX Text
MH8
AutoCAD SHX Text
PROP.83.58m %%C375mm
AutoCAD SHX Text
PVC STM @1.1%%%
AutoCAD SHX Text
PROP.45.36m%%C450mm
AutoCAD SHX Text
CONC. STM @0.75%%%
AutoCAD SHX Text
PROP.40.53m %%C450mm
AutoCAD SHX Text
CONC.STM @1.10%%%
AutoCAD SHX Text
PROP.93.95m %%C525mm
AutoCAD SHX Text
CONC. STM @1.10%%%
AutoCAD SHX Text
PROP.70.50m%%C525mm
AutoCAD SHX Text
CONC. STM @1.00%%%
AutoCAD SHX Text
PROP.70.61m %%c375mm
AutoCAD SHX Text
PVC STM @1.50%
AutoCAD SHX Text
PROP.79.93m %%c450mm
AutoCAD SHX Text
CONC. STM @0.75%
AutoCAD SHX Text
0+000
AutoCAD SHX Text
0+020
AutoCAD SHX Text
0+040
AutoCAD SHX Text
0+060
AutoCAD SHX Text
0+080
AutoCAD SHX Text
0+100
AutoCAD SHX Text
0+120
AutoCAD SHX Text
0+140
AutoCAD SHX Text
0+160
AutoCAD SHX Text
0+180
AutoCAD SHX Text
0+200
AutoCAD SHX Text
0+220
AutoCAD SHX Text
0+240
AutoCAD SHX Text
0+260
AutoCAD SHX Text
0+280
AutoCAD SHX Text
0+300
AutoCAD SHX Text
0+320
AutoCAD SHX Text
0+340
AutoCAD SHX Text
0+360
AutoCAD SHX Text
0+380
AutoCAD SHX Text
PC0+399.81
AutoCAD SHX Text
885.94
AutoCAD SHX Text
0+400
AutoCAD SHX Text
0+420
AutoCAD SHX Text
0+440
AutoCAD SHX Text
0+460
AutoCAD SHX Text
PT0+467.80
AutoCAD SHX Text
0+000
AutoCAD SHX Text
0+000
AutoCAD SHX Text
0+020
AutoCAD SHX Text
0+040
AutoCAD SHX Text
0+060
AutoCAD SHX Text
0+080
AutoCAD SHX Text
0+081.49
AutoCAD SHX Text
EX.MH23A
AutoCAD SHX Text
MH1A
AutoCAD SHX Text
MH2A
AutoCAD SHX Text
MH3A
AutoCAD SHX Text
MH4A
AutoCAD SHX Text
MH5A
AutoCAD SHX Text
MH7A
AutoCAD SHX Text
MH6A
AutoCAD SHX Text
MH8A
AutoCAD SHX Text
MH9A
AutoCAD SHX Text
PROP.74.57m %%C250mm
AutoCAD SHX Text
PVC SAN @1.00%%%
AutoCAD SHX Text
PROP.50.29m %%C250mm
AutoCAD SHX Text
PVC SAN @1.00%%%
AutoCAD SHX Text
PROP.37.34m%%C250mm
AutoCAD SHX Text
PVC SAN @ 1.00%%%
AutoCAD SHX Text
PROP.78.18m%%C250mm
AutoCAD SHX Text
PVC SAN @1.00%%%
AutoCAD SHX Text
PROP.90.01m %%C250mm
AutoCAD SHX Text
PVC SAN @1.00%%%
AutoCAD SHX Text
PROP.59.43m %%C250mm
AutoCAD SHX Text
PVC SAN @1.00%%%
AutoCAD SHX Text
PROP.47.50m %%C250mm
AutoCAD SHX Text
PVC SAN @1.00%%%
AutoCAD SHX Text
PROP.59.69m %%c200mm
AutoCAD SHX Text
PVC SAN @1.00%%%
AutoCAD SHX Text
PROP.76.84m %%C200mm
AutoCAD SHX Text
PVC SAN @1.00%%%
AutoCAD SHX Text
DCB1
AutoCAD SHX Text
DCB2
AutoCAD SHX Text
CB3
AutoCAD SHX Text
CB4
AutoCAD SHX Text
CB5
AutoCAD SHX Text
CB6
AutoCAD SHX Text
CB7
AutoCAD SHX Text
CB8
AutoCAD SHX Text
CB9
AutoCAD SHX Text
CB10
AutoCAD SHX Text
CB11
AutoCAD SHX Text
CB12
AutoCAD SHX Text
CB13
AutoCAD SHX Text
CB14
AutoCAD SHX Text
CB15
AutoCAD SHX Text
CB16
AutoCAD SHX Text
TCB17
AutoCAD SHX Text
TCB18
AutoCAD SHX Text
L=50.00m-450mm DIA. PVC STM @ 6.00%
AutoCAD SHX Text
CBMH4 INV=240.77(OUT) INV=240.90(IN)
AutoCAD SHX Text
F.H.
AutoCAD SHX Text
F.H.
AutoCAD SHX Text
F.H.
AutoCAD SHX Text
F.H.
AutoCAD SHX Text
F.H.
AutoCAD SHX Text
F.H.
AutoCAD SHX Text
STM HEADWALL 02 INV=253.15
AutoCAD SHX Text
EX.1.00m%%Cx26.24m CSP CULVERT
AutoCAD SHX Text
1000mm PROP. CSPEXTENSION.
AutoCAD SHX Text
SAN.MH
AutoCAD SHX Text
PROP.9.74m%%c200mm
AutoCAD SHX Text
PVC SAN @1.00%%%
AutoCAD SHX Text
EINV=261.996
AutoCAD SHX Text
259.976
AutoCAD SHX Text
259.592
AutoCAD SHX Text
258.872
AutoCAD SHX Text
MH1A
AutoCAD SHX Text
WINV=261.251
AutoCAD SHX Text
EINV=261.226
AutoCAD SHX Text
MH2A
AutoCAD SHX Text
WINV=260.723
AutoCAD SHX Text
EINV=260.698
AutoCAD SHX Text
MH3A
AutoCAD SHX Text
WINV=260.324
AutoCAD SHX Text
EINV=260.299
AutoCAD SHX Text
MH4A
AutoCAD SHX Text
WINV=259.518
AutoCAD SHX Text
EINV=259.493
AutoCAD SHX Text
MH5A
AutoCAD SHX Text
NINV=258.642
AutoCAD SHX Text
EINV=258.567
AutoCAD SHX Text
MH6A
AutoCAD SHX Text
SINV=259.411
AutoCAD SHX Text
MH7A
AutoCAD SHX Text
WINV=257.973
AutoCAD SHX Text
EINV=257.948
AutoCAD SHX Text
MH8A
AutoCAD SHX Text
WINV=256.317
AutoCAD SHX Text
EINV=256.292
AutoCAD SHX Text
MH9A
AutoCAD SHX Text
VICTORIA
AutoCAD SHX Text
STREET
AutoCAD SHX Text
ALEXANDER STREET
AutoCAD SHX Text
CHELTEN STREET
AutoCAD SHX Text
STREET
AutoCAD SHX Text
ALEXANDER
AutoCAD SHX Text
WILDWOOD ROAD
AutoCAD SHX Text
ALEXANDER STREET
AutoCAD SHX Text
CHELTEN STREET
AutoCAD SHX Text
STREET
AutoCAD SHX Text
ALEXANDER
AutoCAD SHX Text
WILDWOOD ROAD
AutoCAD SHX Text
ALEXANDER STREET
AutoCAD SHX Text
CHELTEN STREET
AutoCAD SHX Text
ANN STREET
AutoCAD SHX Text
WILDWOOD ROAD
AutoCAD SHX Text
ALEXANDER STREET
AutoCAD SHX Text
SAN.MH8A
AutoCAD SHX Text
WINV=258.592
AutoCAD SHX Text
PROP. 200mm PVC W/M
AutoCAD SHX Text
CL OF EXIST. TRAIL
AutoCAD SHX Text
CL OF EXIST. TRAIL
AutoCAD SHX Text
2.5%%%
AutoCAD SHX Text
4.1%%%
AutoCAD SHX Text
PROP.CSP CUT-IN TEE (300mm )
AutoCAD SHX Text
PROP.300mm CSP300mm CSP
AutoCAD SHX Text
7.5%%%
AutoCAD SHX Text
4.6%%%
AutoCAD SHX Text
PROP.CSP BEND
AutoCAD SHX Text
+
AutoCAD SHX Text
266.50(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
263.00(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
263.00(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
263.50(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
263.75(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
265.00(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
266.00(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
267.00(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
264.75(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
264.00(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
263.00(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
265.00(EX)
AutoCAD SHX Text
+
AutoCAD SHX Text
LIGHT POLE TO BE RELOCATED
AutoCAD SHX Text
EX.HYD.
AutoCAD SHX Text
265.80
AutoCAD SHX Text
OFFSET P-SHAPED GATES FOR EMERGENCY ACCESS
AutoCAD SHX Text
OFFSET P-SHAPED GATES FOR EMERGENCY ACCESS
AutoCAD SHX Text
8.50m WIDE EMERGENCY ACCESS -FULL WIDTH GRANULAR BASE 350mm-50mm C.R.L. -100mm DEPTH SURFACE TOP SOIL AND SEEDING -2 METRE 1/4" LIMESTONE SCREENING PATH ALONG CENTRE
AutoCAD SHX Text
CONNECT TO EXISTING WATERMAIN ON ANN STREET
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
EX. TRAIL
AutoCAD SHX Text
CL OF EXIST. TRAIL
AutoCAD SHX Text
PROP. FOREBAY
AutoCAD SHX Text
TOP ELEV=257.20
AutoCAD SHX Text
BOTTOM ELEV=257.00
AutoCAD SHX Text
MATCH EX. GRADE
AutoCAD SHX Text
PROP. 2.0m WIDE WALKWAY COVERED WITH 0.15m LIMESTONE SCREENING
AutoCAD SHX Text
TOP=252.50
AutoCAD SHX Text
IN:247.00
AutoCAD SHX Text
OUT:246.90
AutoCAD SHX Text
STMMH05
AutoCAD SHX Text
RIM=262.62
AutoCAD SHX Text
INV.W IN=259.00
AutoCAD SHX Text
INV.E IN=258.611
AutoCAD SHX Text
INV.N OUT=258.511
AutoCAD SHX Text
PROP. 41.19m-750mm CONC. STM @ 0.45%
AutoCAD SHX Text
GROUND WATER
AutoCAD SHX Text
OUTLET
AutoCAD SHX Text
STMH11
AutoCAD SHX Text
RIM=247.65
AutoCAD SHX Text
INV=244.00(IN)
AutoCAD SHX Text
INV=243.90(OUT)
AutoCAD SHX Text
0+030
AutoCAD SHX Text
DCB3
AutoCAD SHX Text
DICB TOP=261.70 INV=260.20
AutoCAD SHX Text
PROP.44.65m-250mm PVS STM @10.0%
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 15
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
LOT 9
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
LOT 16
AutoCAD SHX Text
REGISTERED PLAN 10
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
LOT 13
AutoCAD SHX Text
LOT 12
AutoCAD SHX Text
BLOCK K
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
PARK LOT 1
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
LOT 13
AutoCAD SHX Text
LOT 12
AutoCAD SHX Text
LOT 11
AutoCAD SHX Text
LOT 10
AutoCAD SHX Text
LOT 9
AutoCAD SHX Text
LOT 8
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
LOT 7
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT
AutoCAD SHX Text
1
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
REGISTERED PLAN 10
AutoCAD SHX Text
BLOCK F
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 15
AutoCAD SHX Text
LOT 8
AutoCAD SHX Text
LOT 13
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
EAST HALF LOT 20
AutoCAD SHX Text
CONCESSION 9
AutoCAD SHX Text
LOT 15
AutoCAD SHX Text
(ESQUESING)
AutoCAD SHX Text
REGISTERED PLAN 728
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 67
AutoCAD SHX Text
LOT 70
AutoCAD SHX Text
LOT 69
AutoCAD SHX Text
LOT 68
AutoCAD SHX Text
BLOCK 73
AutoCAD SHX Text
BLOCK 80
AutoCAD SHX Text
PLAN 20M - 978
AutoCAD SHX Text
REGISTERED PLAN 10
AutoCAD SHX Text
PARK LOT 2
AutoCAD SHX Text
REGISTERED PLAN 10
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 15
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
LOT 9
AutoCAD SHX Text
LOT 15
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
LOT 16
AutoCAD SHX Text
REGISTERED PLAN 10
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
LOT 13
AutoCAD SHX Text
LOT 12
AutoCAD SHX Text
BLOCK K
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
PARK LOT 1
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
LOT 13
AutoCAD SHX Text
LOT 12
AutoCAD SHX Text
LOT 11
AutoCAD SHX Text
LOT 10
AutoCAD SHX Text
LOT 9
AutoCAD SHX Text
LOT 8
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
LOT 7
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT
AutoCAD SHX Text
1
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
REGISTERED PLAN 10
AutoCAD SHX Text
BLOCK F
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 15
AutoCAD SHX Text
LOT 8
AutoCAD SHX Text
LOT 13
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
EAST HALF LOT 20
AutoCAD SHX Text
CONCESSION 9
AutoCAD SHX Text
LOT 15
AutoCAD SHX Text
(ESQUESING)
AutoCAD SHX Text
REGISTERED PLAN 728
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 67
AutoCAD SHX Text
LOT 70
AutoCAD SHX Text
LOT 69
AutoCAD SHX Text
LOT 68
AutoCAD SHX Text
BLOCK 81
AutoCAD SHX Text
BLOCK 73
AutoCAD SHX Text
BLOCK 80
AutoCAD SHX Text
PLAN 20M - 978
AutoCAD SHX Text
REGISTERED PLAN 10
AutoCAD SHX Text
PARK LOT 2
AutoCAD SHX Text
REGISTERED PLAN 10
AutoCAD SHX Text
N45%%D58'55''E
AutoCAD SHX Text
N45%%d09'15"W
AutoCAD SHX Text
N78%%d57'25"W
AutoCAD SHX Text
5.54
AutoCAD SHX Text
N86%%d41'40"W
AutoCAD SHX Text
2.13
AutoCAD SHX Text
N03%%d03'20"E
AutoCAD SHX Text
V A C A N T
AutoCAD SHX Text
R E S I D E N T I A L
AutoCAD SHX Text
10.18
AutoCAD SHX Text
N77%%d12'35"W
AutoCAD SHX Text
8.76
AutoCAD SHX Text
N17%%d53'40"E
AutoCAD SHX Text
18.10
AutoCAD SHX Text
N51%%d07'05"E
AutoCAD SHX Text
6.23
AutoCAD SHX Text
N46%%d28'20"W
AutoCAD SHX Text
11.21
AutoCAD SHX Text
N35%%d59'45"W
AutoCAD SHX Text
12.06
AutoCAD SHX Text
N29%%d37'30"W
AutoCAD SHX Text
17.94
AutoCAD SHX Text
N37%%d25'15"W
AutoCAD SHX Text
4.06
AutoCAD SHX Text
N53%%d14'05"W
AutoCAD SHX Text
23.58
AutoCAD SHX Text
N61%%d23'40"E
AutoCAD SHX Text
43.96
AutoCAD SHX Text
N72%%d33'45"W
AutoCAD SHX Text
20.77
AutoCAD SHX Text
N19%%d20'55"E
AutoCAD SHX Text
N80%%d55'10"E 78.23
AutoCAD SHX Text
13.82
AutoCAD SHX Text
N07%%d15'20"E
AutoCAD SHX Text
30.04
AutoCAD SHX Text
N83%%d42'05"W
AutoCAD SHX Text
31.33
AutoCAD SHX Text
N85%%d24'15"W
AutoCAD SHX Text
N63%%d26'55"W
AutoCAD SHX Text
C=141.268
AutoCAD SHX Text
A=141.418
AutoCAD SHX Text
R=885.300
AutoCAD SHX Text
104.33
AutoCAD SHX Text
N 39%%d 59' 40" E
AutoCAD SHX Text
43.15
AutoCAD SHX Text
R=885.300
AutoCAD SHX Text
C=242.167
AutoCAD SHX Text
A=242.928
AutoCAD SHX Text
20.32
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N41%%d39'50"E 98.71
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N37%%d05'15"E 68.23
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N43%%d38'55"W
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3.52
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N41%%d23'55"E
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9.00
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N32%%d59'00"E 69.10
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21.75
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N44%%d48'50"W
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4.08
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N72%%d24'00"W
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0.95
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10.06
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24.05
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N46%%D15'00''E
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10.06
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26.16
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N05%%D59'05''E
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98.84
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N04%%D10'05''E
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N85%%D56'45''W
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10.06
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N85%%D44'10''W
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7.82
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10.05
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N49%%D38'25''E
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10.04
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N63%%D34'25''W
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5.25
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N12%%D12'35''E
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12.36
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N77%%D30'35''W
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10.49
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N12%%D18'30''E
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12.96
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N11%%D15'40''E
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25.85
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N49%%D58'25''E
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10.06
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N40%%D06'40''W
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54.56
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N12%%D24'55''E
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11.80
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V A C A N T
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R E S I D E N T I A L
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3.0m wide
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SANITARY EASEMENT
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24T-90022
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PROPOSED RESIDENTIAL
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V A C A N T
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R E S I D E N T I A L
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40.86
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23.56
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35.20
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DWELLING
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EXISTING
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DWELLING
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EXISTING
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POOL
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46.37
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16.71
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38.07
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DWELLING
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EXISTING
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DWELLING
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EXISTING
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WELL
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DWELLING
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EXISTING
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DWELLING
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EXISTING
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DWELLING
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EXISTING
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DWELLING
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EXISTING
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DWELLING
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EXISTING
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DRIVEWAY
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DRIVEWAY
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POOL
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POOL
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POOL
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0.3m thick
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RETAINING WALL
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OF OLD BLDG
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FOUNDATION
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CONCRETE WALL
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STORMWATER MANAGEMENT
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20.0
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20.0
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20.0
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20.0
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R=20.0
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BLOCK 36
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OPEN SPACE
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BLOCK 34
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LOT 11
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WILDWOOD TRAIL
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BLOCK H
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4
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REGISTERED PLAN 10
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BLOCK I
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IB
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LOT 2
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LOT 1
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IB
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CAVANAGH'S UNREGISTERED PLAN
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(CLOSED BY SUPERIOR COURT OF JUSTICE ORDER -
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COURT FILE No. 2917/02, INST. HR226694)
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(BY CAVANAGH'S UNREGISTERED PLAN)
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(TRAVELLED)
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(CLOSED BY BY-LAW 20-71, INST. 322607)
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(BY REGISTERED PLAN 10)
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COURT FILE No. 2917/02, INST. HR226694)
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(CLOSED BY SUPERIOR COURT OF JUSTICE ORDER -
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(CLOSED BY SUPERIOR COURT OF JUSTICE ORDER -
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COURT FILE No. 2917/02, INST. HR226694)
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(CLOSED BY SUPERIOR COURT OF JUSTICE ORDER -
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COURT FILE No. 2917/02, INST. HR226694)
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(BY REGISTERED PLAN 10)
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COURT FILE No. 2917/02, INST. HR226694)
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(CLOSED BY SUPERIOR COURT OF JUSTICE ORDER -
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(BY REGISTERED PLAN 10)
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COURT FILE No. 2917/02, INST. HR226694)
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(CLOSED BY SUPERIOR COURT OF JUSTICE ORDER -
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FILE No. 2917/02, INST. HR226694)
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COURT OF JUSTICE ORDER - COURT
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(CLOSED BY SUPERIOR
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(BY REGISTERED PLAN 10)
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(BY REGISTERED PLAN 10)
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PART 8, PLAN 20R-1771
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BLOCK 35
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WALKWAY
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BLOCK 32
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0.005 ha.
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R=20
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3.0m WIDE
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SANITARY EASEMENT
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OTHER LANDS OWNED BY APPLICANT
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FFE=265.00 BSE=262.30
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L=24.65m-450mm DIA. PVC STM @ 12.0%
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L=48.50m-200mm DIA. PVC STM @ 11.7%
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MH11
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STM HEADWALL 01 INV=258.326
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TOP=258.20
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OUT:252.70
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TW=258.83
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12.0m WIDE BROAD CRESTED WEIR
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PERMANENT POOL=257.50
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POND CONTROL STRUCTURE MH#2
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POND CONTROL STRUCTURE MH#1
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PROP.150mm FRENCH DRAINSEEPAGE FLOW
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OPTION 1 STORM OUTLET
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OPTION 2 STORM OUTLET
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CONFEDERATION STREET
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CONFEDERATION STREET
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MOUNTAINVIEW ROAD NORTH
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MULLEN PL.
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KAREN DR.
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ALEXANDER STR.
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PARK STR.
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CREDIT STR.
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ERIN STR.
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BEAVER STR.
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ANN STR.
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ELENA CRT.
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JASON CRT.
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ONTARIO STR.
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RIVERVIEW CRT.
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GLEN WILLIAMS
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GLEN RD.
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VICTORIA STR.
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CAROLINA STR.
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JOHN STR.
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24T-90022
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GAMBLE STR.
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MEADOWGLEN BLV.
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ANDERSON CT.
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LOGAN CRT.
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CITY FILE
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APPR. BY
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DATE
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CHECKED BY:
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DATE:
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SCALES
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DRAWING NO.
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HOR 1:1O00
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REVISION BLOCK
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DRAWN BY:
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DESIGNED BY:
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ALL DIMENSIONS AND ELEVATIONS ARE IN METRES
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PIPE SIZES ARE IN MILLIMETRES
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UNLESS OTHERWISE NOTED
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KEY MAP
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N.T.S.
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DECEMBER 2016
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EDEN OAK (CREDITVIEW HEIGHTS) INC.
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24T-08001/HH
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D.O./R.P.D.
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J.V:A.G.
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Y:\08010\DRAWINGS\GAU-1.DWG
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TOWN OF HALTON HILLS
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ENGINEERING DEPARTMENT
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GENERAL PLAN
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SECTION OF EXISTING SANITARY SEWER TO BE LOWERED FROM 4.68% TO 1.0%
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FIGURE 2
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GEORGETOWN INVESTMENT PHASE 2
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LEGEND
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RDC
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40
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HW.
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RA-1
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LS.
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S.N.S.
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T.B.S.
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TSP
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1.12%%%
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C/L
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2.00%%%
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2.00%
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2-5%%%
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2-5%%%
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PROPOSED CROSS-SECTION DETAILS MODIFIED STD NO: 402 TOWN OF HALTON HILLS
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OPSD-600.060 SEMI-MOUNTABLE CURB
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PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT MINIMUM CONSTRUCTION STD.: HL3 (TOP COURSE) 40mm HL8 (BASE COURSE) 50mm GRANULAR MATERIAL "A" 150mm GRANULAR MATERIAL "B" 300mm MIN. TOTAL THICKNESS 540mm
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S/W STREET LINE
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N/E STREET LINE
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OPSD-600.060 SEMI-MOUNTABLE CURB
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WATER MAIN
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SAN SEWER
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STM SEWER
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HYDRO, BELL CABLE TV COMMON TRENCH LOCATION
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GAS
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HYDRO, BELL CABLE TV COMMON TRENCH LOCATION
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GAS
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PERMEABLE PAVER S/W SYSTEM C/W UNDERDRAIN
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STREET LIGHT
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STREET LIGHT
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100mm SUBDRAINPERFORATED WITHIN GRAVEL
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CLEAN STONE 50mm DIAMETER
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100mm PERFORATED PIPE
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NON-WOVEN FILTER CLOTH
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SOAKAWAY PIT DETAIL (N.T.S)
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PROFILE VIEW
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PLAN VIEW
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FROM ROOF LEADER(S)
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0.864m
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DEPTH OF PIT
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0.85m
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SOIL COVER
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0.075m-0.15m
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2.50m
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EXACT LOCATION OF SOAKAWAY PITS FOR EACH LOT INCLUDING ALL SPECIFIC DETAILS SHALL BE INDICATED ON APPROVED HOUSE SITINGS
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259.491
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SEWER TRENCH COLLARS TO BE INSTALLED AS PER GEOTECHNICAL RECOMMENDATIONS FOR SITE AREAS WITH HIGH GROUNDWATER LEVELS
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M.E.H.
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08-010-02-0202
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Sheet:
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02 OF 17 OF 1717
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PRODUCT MONOGRAPH IPRAVENT NASAL SPRAY … · PRODUCT MONOGRAPH IPRAVENT NASAL SPRAY Ipratropium Bromide Nasal Spray 0.03% and 0.06% Topical Anticholinergic AA PHARMA INC. 1165 Creditstone

PRODUCT MONOGRAPH IPRAVENT NASAL SPRAY … · PRODUCT MONOGRAPH IPRAVENT NASAL SPRAY Ipratropium Bromide Nasal Spray 0.03% and 0.06% Topical Anticholinergic AA PHARMA INC. 1165 Creditstone

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