Transcript
AY W OF T GH RI HY DR
O N
SA 0.9 EX. BCH
M
LS
BCH
36
Plan 4318 Rem.28
BCH
F/
0.220
WM
37
2.0 EX. SAN 3.2 EX. BCH
BC
EX. 200mmØ SAN
mØ
0m .5
EX
EX. 200mmØ W/M
Plan 27244
2.25 EX. W/M
EX. 200mmØ SAN
EX. 1200mmØ STM
EX. 1200mmØ STM
BCH
BASE OF BANK 19.813
Pcl."A" Plan 2354
NICOLA AVENUE
NICOLA AVENUE
ELECTRICAL ENCLOSURE (8' x 16')
PROPERTY LINE
PROPERTY LINE
4m LANDSCAPE SETBACK 6m REAR BLDG SETBACK
4m LANDSCAPE SETBACK
Plan 1033
6m REAR BLDG SETBACK
4m LANDSCAPE SETBACK 6m REAR BLDG SETBACK
ELEC 8' x 16'
184.673
6.0m BUILDING SETBACK
21
21 small car spaces
ELECTRICAL ENCLOSURE (10' X 16')
16
LOADING
Ga 19,938 SF RECEIVING
RECEIVING L105
r=7.5m
15 small car spaces
Building B 32,025 SF
GARDEN CENTRE
15
7
5 6 7 8 9 CANOPY ABOVE
10
CANOPY ABOVE
CANOPY ABOVE
CANOPY ABOVE
11
19
12
PROPERTY LINE
CANOPY ABOVE
CANOPY ABOVE
FIRE ROUTE
PP
PP
19 21
6
1
CRU Component
WM Component
119 CARS
600 CARS
38
A
38 OUTDOOR SEASONAL AREA
Gb 3,776 SF
20
SPEED HUMP
SPEED HUMP
20 14
5
W/M EX.2.00 W/M 2.00 EX.
PROPAN E CAGES
CANOPY ABOVE
CANOPY ABOVE
34 small car spaces
5
ELEC/TEL
4
FIRE ROUTE
PROPAN E CAGES
3
13 7
FIRE ROUTE
2
B2 19,853 SF PROPERTY LINE
B1 12,000 SF
1
HAWKINS STREET
A - Canadian Tire 63,700 SF
4.0m LANDSCAPE SETBACK 6.0m BUILDING SETBACK
´´´´
6
38
-
38
42
5 11
10
10 small car spaces
4
CANOPY ABOVE
E - Mark's Work Wearhouse 16,000 SF
C3 2,560 SF
RED WALL
18
D 5,055 SF
9 small car spaces
C2 2,693 SF
7
12
32
32
CANOPY ABOVE
9 RED TOWER
CANOPY ABOVE
10
7
ABM FIRE EXIT
POSTERS
DRIVE-THRU
FIRE ROUTE
38
5 35
C 11,581 SF
6
38
10
C1 6,314 SF
7
CANOPY
6
6m FRONT BLDG SETBACK 4m LANDSCAPE SETBACK
16 6m FRONT BLDG SETBACK
10 38
4m LANDSCAPE SETBACK
PROPERTY LINE
7
6.0m BUILDING SETBACK
FIRE ROUTE
CANOPY ABOVE
7
6 car pool spaces
CANOPY ABOVE
FIRE ROUTE
29
CANOPY ABOVE
CANOPY ABOVE
14
FIRE ROUTE
FIRE ROUTE CANOPY ABOVE
30
DRIVE-THRU
32
CANOPY ABOVE
32
30
FIRE ROUTE
32
20
LOADING
38
REV
503'-6"
GARDEN (CANOPY AREA) = 2,950 S.F.
DRAWINGS FOR REVIEW RN
CG
Location of Site Pylon Sign
6.0m BUILDING SETBACK 4.0m LANDSCAPE SETBACK
DATE
DESCRIPTION
DRAWN
ARCHITECT:
FU T TO URE DO CO MIN NN ION ECT AV ION E
Ha 4,352 SF
FREMONT CONNECTOR
GROSS FLOOR AREA = 151,988 S.F. GARDEN (SHADE CLOTH) = 5,862 S.F.
BATTERY STORAGE
42
APPENDAGE DOCK
J 151,290 SF
1
A
EX. 250mmØ D.I. W/M
35
CANOPY ABOVE
4m LANDSCAPE & INTERIOR SIDE BLDG. SETBACK
25
3,293 S.F
CART CORRAL
STOCKROOM
6m EXTERIOR SIDE BLDG SETBACK 4m LANDSCAPE SETBACK
PARCEL 'A' CART CORRAL
08/19/10
PARCEL 'B'
14
MALLEN ARCHITECTURE Incorporated
170 - 601 W. Cordova St., Vancouver, BC V6B 1G1 tel: 604.484.8285 fax: 604.484.6070
www.mallen.ca
PROPERTY LINE
F 1,8 X 65 S
CRE PAD TE
UP P
CRE PAD TE
gate
LA
TO
E 2 - 12° DN
R
INLET INV. 0.06
EXIT
U
lls
-0
mØ
/M
NE Y
MA
IN
LOAD
5 PE
HA
SE
ING
.3
K
6
U
F 1S
F
SF
1S
12
U8 3,03 8 23,1 14
13 2
22
LOADING
grnd = 44,321 SF 2nd = 39,911 SF
SF
patio
4
8
U
37
32 7
R1 85,000 s.f. b=
ING
.1
7
6 8
42
BLD
GQ
LOAD
EX
BLDG P = 28,480 SFx
F
TB
AC
No
8S
F
hc
LA
ND SC A
W
CRU 'Q' ELEVATIONS
3
3
EX. 250mmØ D.I. W/M
2m
2m
30
LOADING
0 sc
6
4
37
104 stalls
6
8
U
.1
344 Parking Stalls
SHEET TITLE:
F
re
g-
EX
sta
Q7
EX
.1
62
62
5,90 3S
y
PARCEL 'C2'
F
Wa
2
F
of
7
5
16
0S F
ht
Q3 2,94
Rig
0S
G
ty
17
PORT COQUITLAM, B.C.
5
9
2,95
AD IN
Uti li
11
W/M EX. 2.0
50
11
5S F
LO
3
PARCEL 'C' FREMONT VILLAGE
8
3
9
Q2
IINLET NV. -0.211
U7 8,399 SF
LINE OF U/G PARKING
F
U9
P5 11 ,9
G
K
Q1 2,07 2m
mØ
/M
10
26
W
HA
NE Y
5 MA
IN
PROJECT NO.
6
5
LOADING
PLOT DATE
No
.3
12 11 OUTLET INV. 1.164
12
OUTLET INV. 0.402
EX .8
mØ
ER
T
INLET INV. 0.416
EX
AS NOTED
DRAWING NO.
EX
5 KEY PLAN
SCALE
5 13
Aug 19, 2011
mm
.3
ØD .I.
00 mm
09055
CU LV
W/M
ØC U
LV
ER
T
00 m
.2 50
26 0m mØ mm ST Ø EE ST LC EE UL LC VE UL RT VE RT
AC
26 0
0-1
TB
0-1
88
SE
5
88
.1
K
P6 2,7 63 S
TB
AC
EX
BL
DG
SE
3,14
83 PE
AD IN
9m
LA
ND SC A
IINLET NV. -0.136
SF
5
LO
2m
PARCEL 'C1'
,059
3,36
SF
SF
SF
2
4
= 17
U10
U13 1,01 0
E
GQ
0S
2
12
U6 5,187 SF
12
BLD
SF
3,36
U14 1,17 6
2,96
)
SF
Q6
3
5
O 36 CER ,93 Y 8 S ST F OR
LOADING
86
7
P2 3, 09
GR
F
P1 -
8S
K
U11
U15 1,40 7
TBAC
u/g parking access
6
E SE
55
LOADING
U5 1,328 SF
7
3,36
TE
U12
lan
38
OU
SCAP
AY
8
E 1 - 12° UP
ER
LAND
5
F
)
2m
S3 2ND STOREY 16,500 SF
U3 1,192 SF
U4 1,328 SF
ATO SLOP RNO.
FIR
5
S2 11,684 SF
U2 1,328 SF
7S
OU ER
5
ES CA ATO SLOP RNO.
WATER MH
gate
54 visitors stalls EXIT
F
TE
gate
5
0.00'
EX. 250mmØ D.I. W/M
SF
gate
LOADING
up at 12.5%
U
SF
af
3,04 0S
IGH
PROJECT:
LINE OF U/G PARKING
-7
V3 4,3 12
hc
5 MOV
MOV
(P
17
No
.3
W
8
42
CART CORRAL
AC
-5
hc
K
MA
IN
91 6
s
0S
lan
TB
-5
6,465 SF
lls
3,04
10
SE
sc
S1 9,577 SF
U1
BIKESTORAGE # 1
BIKESTORAGE # 2
Q5
19
HA
NE Y
ED H
tall
0 sc
GARBAG E AND RECYC. BIKESTORAGE # 3
Q4
(P 18
/M
HE
- 15
8
V4 3,1 7
)
DG
W
UG
B
BL
TOWER B
3
29 23
mØ
sta
1
lan
9m
2m
LO
(P
g
37
re
g-
FIR
.1
BIKESTORAGE # 4
F 2S 51
39
4 4 re s
LOBBY
0.00'
0.00'
gate
V2 4,4 02
LIN
12
T
BIKESTORAGE # 5
V1 3,0 1
10
10
T
EXIT
10
CART CORRAL
OP
EX
8
T
9
LOBBY
E
P 18 arki 7 s ng tall s
RA M
U
T
F
8
K
TY
T2 2ND STOREY 32,800 SF
4
10
AC
ER
0.00'
164 STALLS
TB
PR
11
U
4
SE
THIS DRAWING MUST NOT BE SCALED. THE CONTRACTOR IS TO VERIFY ALL DRAWING DIMENSIONS AND DATA NOTED HEREIN WITH CONDITIONS ON THE SITE AND IS HELD RESPONSIBLE FOR REPORTING DISCREPANCIES TO MALLEN ARCHITECTURE INCORPORATED. THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNTIL SIGNED BY THE CONSULTANT.
71 stalls 2
T
7
F
7
E 1 - 12° UP
CON
hc
sc
-2
lls 4
OU
ATO SLOP RNO.
T
EXIT
FIR PE
TOWER A 0.00'
CON
Y
10
ER
ATO SLOP RNO.
6 LOBBY
gate
W 4,3 2 33 S
ND SC A
MOV
g-
21
W 4,0 1 61 S
5
FIRE RO UTE
LA
E 2 - 12° DN
40
sta
5
16
1.56'
T
BIKESTORAGE # 6
TE
ALL PRINTS TO BE RETURNED.
20
1.0'
T EXIT
OU
8
28,322 SF
BIKESTORAGE # 7
T
SF
hc
T1
T
LOADING
5 ER
TE
lls
-3
2m
40
10
12 8 sc
CH
MOV
4
T
loading (vert)
DIT
CH
DIT
3
16
U
1,461 SF
8 EXIT
24
T3
18
9m BLDG SETBACK
FIR
sta
g-
OU
re
FIR M
OF
17 17
4
ER
42
6
RO
GE
1.5m LANDSCAPE SETBACK
12
106 stalls 52 reg - 51 sc - 3 hc
9
53
SE TB AC ND K SC AP E SE TB IN AC G K W AL LA T PR 7.5 OP m ER SE TY TB LIN AC K E F ED
TE
L 18 SH ,500 DR OP SF UG PE MA RS RT
8
VO LO ID O AD VE IN R G
OU
TE OU ER
DG
LA
TA IN
11
4
12
BL
2m
14 K
N1 4,614 SF ROYAL BANK
2,7 M 45 S
F
ER
FIR 9m
RE
DRIVE-THRU
7.8m BLDG SETBAC
FIR
EN TR
U
1
K 7,3 FIN 27 S AN F CI AL
E
BL
IV
6m
LA m 1.5
6,9 P7 97 SF
DR
ND S
CA PE SE DG TB SE AC TB K AC TH K RO UG H
P4 35 - RE ,64 TA 0 S IL F
N2 1,700 SF
3
re
DRIVE-THRU
5
W 2,6 3 56
R
53
TO
ATO SLOP RNO. E 1 - 12° UP
30
LA
MOV
TE
ATO SLOP RNO. E 2 - 12° DN
DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF MALLEN ARCHITECTURE INCORPORATED, THE COPYRIGHT IN THE SAME BEING RESERVED TO THEM. NO REPRODUCTION IS ALLOWED WITHOUT THE PERMISSION OF MALLEN ARCHITECTURE INCORPORATED AND WHEN MADE MUST BEAR ITS NAME.
INLET INV. 0.07
3m BLDG SETBACK
ES CA
MOV
SHERLING AVENUE
ERT LVT CUER ØLV CU Øm T mm 00 12m TER LV .00 EX CUER 12 LV EX. CUØ mm mØ 00 17m .00 EX 17 EX.
SHERLING AVENUE
EX. 915 mmØ
W/M HANEY MAIN
DP-05
No. 2
LOUG HEED
HIGHW
AY INLET INV. -0.184
EX. 2200mmØ CULVERT
OUTLET INV. -0.214
REVISION
-
