RAINBOW FALLS RAINBOW FALLS GATE

Transcription

RAINBOW FALLS RAINBOW FALLS GATE
DATE
E
T
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305
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METAL
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9
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30
29
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01
01
DP4
Checked
H.Eecke
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29
.
29
1
05
DP402
Project Leader
S.Aird
TRUMAN HOMES (1995) INC
03
.5
1:300
Drawn
R.Escodro
DP402
Project
04
DP402
RAINBOW FALLS
Rainbow Falls Gate
Chestermere AB
SITE PLAN - BUILDING 01
SCALE:
Project Manager
H.Eecke
Client
1
29
.9
TY LINE
3
01
P
D 402
4
PROPER
.5
4
LANDSCAPE
WALL
.7
A10-00-00
Victor Smith, Architect, AAA, B.Arch, MAIBC
Ronald M. Poon, Architect, AAA, M.Arch, MAIBC
Bruce G. McKenzie, Architect, AAA, M.Arch, MAIBC
A. Silvio Baldassarra, Architect, AAA, B.Arch, MAIBC
Adrian Todeila, P.Eng., APEGA
Chris Pal, P.Eng., APEGA
3
.2
29
6
.2
29
5598
.3
LANDSCAPE
WALL
.3
29
32
.
29
900
URW
6.0m
K
BAC
SET9023
3.5m
NE
Y LI
4
29
30
9
02
31
30
SNOW STORAGE
AREA
29
5598
5
ERT
TW
29
.1
L
.3
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1.5m SE
5
7000
1
8-0
29
PROPOSED
SIDEWALK
CONNECTION
31
5
.5
31
31
.
VISITOR
V.P.A.
1898
SNOW STORAGE
AREA
L
R
PE P
SCA
AND
8
221-10 Ave SE,
Suite 100,
Calgary, Alberta, Canada T2G 0V9
www.norr.com
Poon McKenzie Architects (Alberta) Inc. Poon McKenzie Holdings Inc.
NORR is a trademark owned by Ingenium Group Inc. and is used under license.
LANDSCAPE
WALL
5598
2700
8
105
P
PRO
RD
TYTAO
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ANS
CO EFER
01
An Ingenium Group Company
A Partnership of Limited Companies
TW
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TYP.
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6000
29
29
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1898
7000
19711
G
G 07
BUILDIN
Y
3 STORE
4 UNITS
8
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= 35 .05
2
L
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LEV L 1= 32
E
V
LE
-0
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9104
G
1898
E
CONNECTION THROUGH
SOUND ATTENUATION WALL
7500
E
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= 35.13
LEVEL 2
= 32.05
LEVEL 1
08
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189
1
3000
FLARE
00
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0
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1
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= 35.13
LEVEL 2
= 32.05
LEVEL 1
8
189
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BUILDIN
Y
3 STORE
4 UNITS
5
1200
G
P
G
SNOW STORAGE
AREA
8
750
SPEED LIMIT
E
SIGN
0
= 35.13
LEVEL 2
= 32.05
LEVEL 1
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R30
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5
8
105
31
RI
AN
P
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G
8
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= 35 .05
2
L
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LEV L 1= 32
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31
0
00
1200
P
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3
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95
76
E
G
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PASS
Jubilee Engineering Consultants Ltd.
NORR Architects Engineers Planners
NORR Architects Engineers Planners
Wolsey Structural Engineering, Ltd.
TLJ Engineering Consultants Ltd.
TLJ Engineering Consultants Ltd.
S
L
L
A
F
W
O
B
N
I
A
R
1
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0
C
Consultants
Civil:
Landscape:
Architectural:
Structural:
Mechanical:
Electrical:
31
A10
200
DETAIL#
SHEET #
Symbol not to scale
DN
120
T
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6
9
0.
16
NG
Y
LDI
BUI TORE
3 S NITS
6U
85
105
D
YAR
508
SNOW STORAGE
AREA
A1
DN
4 BIKE RACKS
E
.1
01
-01
-15
.13
= 35 .05
EL 2
LEV L 1= 32
E
LEV
8
189
3
.2
31
5.13
2= 3 2.05
L
E
LEV L 1= 3
E
LEV
G
31
3
487
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35.
2= 2.05
EL
3
LEV L 1=
E
LEV
P
01
-01
-04
A10
DN
50 150 50
ASPHALT
DRIVE
alkway
Asphalt W
04
A10-00-00
WHEEL STOP DETAIL
SCALE:
100
00
4
.2
0
.6
0
31
31
HED
G
8
204
01
-01
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METAL
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Detail Symbol
0
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CONCRETE SOUND
ATTENUATION WALL 1.8m HIGH
150
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L
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LEV
North Arrow
E
150
SPEED LIMIT SIGNAGE
P
OWNER
TRUMAN HOMES (1995) INC.
#2236, 10 Aspen Stone Boulevard S.W.
Calgary, AB T3H 0K3
G
G
50
E
DN
3500
URW
7610
E
0
E
SNOW STORAGE
AREA
102
00
SAG
SIN
PAS
IAL
S
ALL
Keyplan
15
100
150
0
350
URW
00
F
OW
0
51
150
G
11
ING
D
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I
Y
BU
ORE
3 ST ITS
N
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750
PLOT DATE: March 1, 2016 TIME: 8:42 AM FULL PATH AND FILENAME: P:\NCCA120004\500-DELIV\A10-00-00.DWG PLOTSYLE TABLE: PMA-STD-100.ctb
NT
IDE
RES
R1
INB
DEVELOPMENT PERMIT
E
0
PROPOSED LIGHT STANDARD
7
G
8
85
GARBAGE PICK-UP AREA TO BE
CONCRETE SLAB WITH CAPACITY
TO CARRY THE WEIGHT OF A LOADING
TRUCK OF 55,000lbs (25,000kgs).
Project Component
E
412
105
SNOW STORAGE AREA
DN
This drawing shall not be used for construction
purposes until the seal appearing hereon is signed
and dated by the Architect or Engineer.
521
120
FACE OF CURB
6
HEAVY DUTY ASPHALT
1
3-0
This drawing has been prepared solely for the use
of the CLIENT and there are no representations of
any kind made by NORR Architects Engineers
Planners to any party with whom NORR Architects
Engineers Planners has not entered into a contract.
G
38
BIKE PARKING STALL
01
-0
A10
DN
0
100
1200
LA
APE
NDSC
RA
3-01
-1
A10
RT
COUREFER TOPLANS
01
2-01
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.
31
CORNER BUILDING GRADES / SITE GRADES
03
NG
Y
LDI
BUI TORE
3S
ITS
N
5U
3
5.1
= 3 05
EL 2 32.
LEV L 1=
E
LEV
01
3
G1
DIN Y
BUIL
RE
O
3 ST ITS
N
6U
.13
= 35 .05
EL 2
LEV L 1= 32
E
LEV
00
4 12
A10
14
NG
LDI
Y
BUI TORE
3 S NITS
5U
01
-01
-14
207
1558
UTILITY RIGHT OF WAY
V
0
0
700
YARD
TRANSFORMER
NO PARKING AT ANY TIME / FIRE LANE SIGNAGE
.
LIP OF GUTTER
P
8
189
0
.13
= 35 5
2
L
E
LEV
32.0
L 1=
LEVE
G
FIRE HYDRANT
WALK RAMP
0
.P.A.
B.F.
0
250
DIRECTION OF TRAVEL
BARRIER FREE PARKING SIGNAGE
2700
3
5.1
= 3 05
EL 2 32.
LEV L 1=
E
LEV
1744
B.F.
700
R1
W&
150
7268
T
DN
V.P.A
4000
00
2
ING 1
BUILD REY
3 STO ITS
4 UN
5
VISITOR PARKING AVAILABLE SIGNAGE
6000
7000
3
V.P.A.
8
189
R
P
R6
E
PRINCIPAL ENTRY
85
105
VISI
1500
LIP OF GUTTER
9
497
OR
P
1058
.5
31
N.T.S.
FACE OF CURB
0
VISIT
1500
2000
01
1-01
A10-0
8
R
LLS
4 STA
N.T.S.
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VISITO
VISITO
SCALE:
30
00
P
SIGNAGE -TYPICAL
2
TOR
R1
5
TY 00
P. 0
FINISHED GRADE
302
01
2-01
A10-0
R900
0
TYP.
SITE LOCATION
SITE LEGEND
00
0
03
A10-00-00
R3
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6
2
1398
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.6
SNOW STORAGE
AREA
4 BIKE RACKS
5
1058
31
3104
00
R9
P
1000
6557
SCALE:
5
5
.6
31
.13
= 35 5
2
L
E
LEV
32.0
L 1=
LEVE
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R65
G
31
1058
4862
E
01
P
1
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BUILD REY
3 STO TS
I
6 UN
3.5m CK
A
SETB
2033
64
109
G
DN
ERT
PROP
EXISTING
UTILITY BOXES
1500
SPEED LIMIT
SIGN
3325
FINISHED GRADE
3
35.1
L 2= 2.05
E
V
E
L
3
L 1=
LEVE
1200
4862
4464
9
.6
31
E
Y LIN
8058
7500
4433
DN
2
ING 0
BUILD REY
O
3 ST TS
I
5 UN
5
31
.2
5
4862
31
.
13
K
B AC
S ET
E
6
.8
30
3
5611
DN
3.5m
SITE E
ANC
ENTR
3.5m
URW
IN E
TY L
PER
PRO
4862
3000
E
FLAR
SPEED LIMIT
SIGN
DN
02
915
GALVANIZED
METAL POST
80
ILIT
1829
GALVANIZED
METAL POST
7500Y TRIANGLE
LIP OF GUTTER
2015-10-20 BP RESUBMISSION ALL BLDGS.
VISITOR
PARKING
AVAILABLE
EXISTING
UTILITY BOX
ISIB
ER V
FACE OF CURB
01
FACE OF CURB
CORN
7500Y TRIANGLE
IT
ISIBIL
ER V
CORN
3000
E
FLAR
2015-06-18 BP SUBMISSION ALL BLDGS.
406
02
1
DP40
01
01
DP4
REV
LIP OF GUTTER
31
.0
N
E
D
I
S
E
R
1
R
LE
G
N
I
S
D
E
H
C
DETA
ISSUED FOR
30
.9
TIAL
PRECAST CONC. WHEEL STOP
PINNED THROUGH GRAVEL
Drawing Title
OVERALL SITE PLAN
GRAVEL BASE
1:200
NOTE: WHEEL STOP TO BE PLACED PERPENDICULAR
TO PARKING STALL DEPTH = 600MM FROM FRONT
OF STALL.
SITE LOCATION
SITE STATISTICS
0
Project No.
Drawing No.
1inch
NCCA-12-0004
A10-00-00
0
10mm

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