proposed 'avid hotel
TRANSCRIPT
ILLUMINATED PYLON SIGN.
(OWNER TO CONFIRM DESIGN AND SIZE)
UNDER SEPERATE PERMITS
NORTH SERVICE RD WEST/
KERR STREET
SIAMESE
CONNECTION
OBC 3.2.5.16
PROPOSED LOCATION
OF PAD MOUNTED
TRANSFORMERS
(TO BE CONFIRM WITH
LOCAL UTILITIES)
-MUST BE WELL
SCREENED
BY LANDSCAPING,
LEAVING OPENING FOR
SERVICE
HATCH DENOTES
REINF. DECORATIVE NON- SLIP
CONC PAVING. REFER TO
LANDSCAPE DRAWINGS FOR
DESIGN
BIKE RACKS
REFER TO LANDSCAPE
(12 BIKES)
PARKING AREA LOT 2
48 STALLS
1.5m CSW
P
R
O
P
O
S
E
D
-
2
.
0
m
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R
+
/
-
5
.
2
7
M
S
H
A
R
E
D
B
U
F
F
E
R
B
E
T
W
E
E
N
P
A
R
K
I
N
G
L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
6
.
0
m
F
I
R
E
R
O
U
T
E
F
I
R
E
R
O
U
T
E
T
O
B
E
P
O
S
T
E
D
U
N
D
E
R
D
E
S
I
G
N
A
T
E
D
M
U
N
I
C
I
P
A
L
B
Y
-
L
A
W
DEEP WELL GARBAGE UNITS
(MOLOK)
http://www.molok.com/
3 X (M5000) - 1 FOR GARBAGE /
CARDBOARD, MIXED RECYCLING
- UNITS TO BE PLACE NO CLOSER
THAN 150MM TO EACH OTHER
PICK UP TIME 2-3 MINUTES
PROPOSED
HOTEL 'AVID" BY IHG
7 STOREY - 114 RMS
SPRINKLERED
19 RMS / FL FFE 120.10
37
16
2.15m
B
A
MTO LANDSCAPE
BUFFER
NO PARKING /
STRUCTURES
ALLOWED THAT
ARE A
REQUIREMENT
FOR THE
DEVELOPMENT
INCLUDING SWM
PATIO AND SW
WILL BE
REMOVED IN
FUTURE IF AREA
NEEDED BY MTO
CITY OPA
POLICIES WANT
TO
INTERSECTION
ACTIVE
PROPOSED CONNECTION FOR
CROSS OVER FOR ALL
MOVEMENT EXIT AT
INTERSECTION NET GAIN 3
PARKING STALLS. EASEMENT
REQUIRED
TEMP.BUS PARKING3.5
m x
12 m
x 4.2M
(H)
LOAD
ING
SPAC
E
A
3
POOL
PATIO
628 SF
(58.3 SM)
3.15m
5.70m
6.00m
2.15m
3.50m
FYSB
+/-4.74m
7.23m
5.45m
6.00m
5.70m
2.15m
EXISTING FIRE
HYDRANT
3.0m LANDSCAPE BUFFER
M/E
ROOM
DATA
RM
MAIN
ENT.
SECONDARY
ENTRANCE
6.00m
5.70m
3.40m
REMOVE CHAIN LINK FENCE FROM
BOARDED FENCE TO MTO FENCE
B
C.D.
4
13
9
17.5m MAX FRONTYARD SETBACK
14.02m ESYSB
8.85m6.7
5m
21.52m
ISYSB
5.70m
14.00m
3.05m
14.0m
MTO
SET
BACK
PROPOSED FIRE ROUTE
SIGN (F.R.S.) - NO PARKING
TYPICAL. LOCATE AS
REQ'D BY CITY. MUST
ADHERE TO OBC 3.2.5.6
AND 3.2.5.16
7.60m
2.70m
BENCHES
PLANTERS
DECORATIVE
FENCE REFER TO
LANDSCAPE
DRAWINGS
PAINTED B.F SYMBOLS AS
PER CITY BYLAW
SEE DETIAL 2/ASP-100
B.F. DEPRESSED CURB/
RAMP (TYP.) - AS PER
3.8.3.2(3) IN THE OBC.
SEE DETAIL 5/ASP-100
BF
PARKING AREA
LOT 1
46 STALLS
+3 at CROSS OVER
49 TOTAL
B.F. SIGN
SEE GENERAL NOTE 12
OR SEE DETAIL 14/ASP-100
CLOSE EXISTINGCURB DEPRESSION
PRIMARY FIRE ROUTE
SNOW STORAGE 'B'
118.5 SM
F.R.S
F.R.S
F.R.S + DO NOT
ENTER SIGN
C.D.
C.D.
BF
LOADING ZONE
'NO PARKING SIGN'
CSW FLUSH THOUGH
DRIVEWAY
GATE2.70m
F.R.S
END
1.50m
6
10.74
mTO
FIR
E RO
UTE
R10.50mR12.00m
R9.00mR12.00m
R15.00m
R12.0
0m
2.15m
5.70m
6.00m
19.69
m
5.70m
1.98m
46.49m
R7.65m R7.65m
1.05mCLEAR
1.95m6.00m
8.53m2.0
0m
R9.00m
LINE OF PORTE
COCHERE
LINE OF PORTE
CANOPY
C.D.
11.70mC.D.
9.50m CURB CUT
9
39.40m TO THE EXISTING FIRE HYDRANT
BIKE RACKS
REFER TO LANDSCAPE
(16 BIKES)
LOW WALL
SEATING SEE LANDSCAPE
LANDSCAPE CURB
PERGOLA
SEE LANDSCAPE
PAINTED ISLAND
FOR TRUCK /BUS
TURN AROUND
14.00m MTO DAYLIGHT
REMOVE EX. CURBS
EX, CSW
EX. BIKE LANE
EX
0.65m
0.95m
ELEVATED
PATIO
3:1 SLOPE
LOW WALL SEE
LANDSCAPE
1 RISER SEE
LANDSCAPE
300 mm GRADE
CHANGE
1R
N 6
5°5
2'3
3"
E
C
=
1
0
8
.3
8
N 89°45'00" W
31.33
22.11m CANOPY3.50m
5.50m
STOP
R1-1 'STOP
SIGN & STOP
BAR
EX Ra-1 'STOP
SIGN & STOP
BAR
83.50m62.00m
9.20m
1.83m 1.83m
130.0
6m LO
T DE
PTH
3.0m MIN. FRONTYARD SETBACK
17.50
m
14.00m
MTO SETBACK
9.00m CROSS OVER
R3.00mTYPICAL
EXISTING TREE CANOPY
REFER TO ARBORIST REPORT
S
T
O
P
TONE DENOTES RESTRICTED
CROSS OVER LIMITS TO THE
EXISTING INTERSECTION
+/-12.20m
FLUSH CURB
OR NO CURB
CURB RADI TO BE
CONSTRUCTED TO
NOT IMPACT AND
EXISTING TREES
26.45m
EXISTING PLAZA UTILITIES
26.00m
6.20m
6.23m
15.06m
15.02
m
13.11m13.11m
14.00m MTO DAYLIGHT
3 ADDEDPARKING
SNOW STORAGE 'A'
81.1 SM
DRAWING LEGEND
BIKE
PAINTED ISLAND-NO PARKING
DESIGNATED BARRIER FREE PARKINGSPACE. REFER TO TOWN ACESSIBLESTANDARD FOR PAINTED SYMBOL4.3.12
SOFT LANDSCAPE AREASREFER TO DRAWING BY STRYBOSBARRON KING LTD. CONTACT: MATTSTRYBOS
SLOPE 3:1 REFER TO CIVIL
BIKE RACK - REFER TOLANDSCAPE DWGS
OVER- HEADDOORS
FIRE HYDRANT
PROPOSED LOCATION OF PADMOUNTED TRANSFORMER (TO BECONFIRM WITH LOCAL UTILITIES)
T
NUMBER OFPARKINGSTALLS IN AROW
#FREE STANDING SIGNS
PATH OF HEAVY DUTY ASPHALT FORFIRE ROUTE
AREA OF PROPOSED NEW BLDG
(S.C.) SIAMESE CONNECTION
LOCATION OF LIGHTSTANDARDS LS
B/F DEPRESSED CURB/ RAMP TYPICAL) - AS PER 3.8.3.2(3) IN THE OBC
& 4.3.12 IN TOWN ACCESSIBILITYSTANDARDS. THE RAMP SURFACE TO
BE SLIP-RESISTANT AND INCORPORATE ATRUNCATED DOME DETECTABLE WARNING SURFACE.(4.4.15) THE SURFACE IS TO BE WITHIN A 600mm HIGHTOTAL WIDTH BOX START 150 - 200mm FROM THEBASE. ALSO EACH CENTRE RAMP TO BE ENTIRELYCOLOURED: DARK GREYLANDSCAPE ARCHITECT TO APPROVE THE COLOUR
SERVICE EXITS/ ENTRANCEPOINTS
PROPOSED DECORATIVEFENCING / GUARD
DECORATIVE PAVERS / STAMPEDCONCRETE. REFER TO LANDSCAPEDRAWING FOR DESIGN
LOCATION OF BLDG PRINCIPALENTRANCES FOR PUBLIC, FIREFIGHTERS AND BF USE
EXISTING BUILDING
LEGAL LAND DESCRIPTION:
PART 10REGISTERED PLAN 20R-15377TOWN OF OAKVILLEREGIONAL MUNICIPALITY OF HALTON
SNOW STORAGE1.5m Min
DELINEATED PATH OF TRAVEL- REFERTO OBC REFERENCE 3.8.3.2.CONCRETE SURFACE TO CHANGEFROM BROOM FINISH TO SWIRL FINISH
NOTE:
- EXPANSION JOINTS IN SIDEWALK ARE TO BE PROVIDED AT A
MAXIMUM OF 6M APART OR AS REQUIRED.
- TRANSVERSE CONTRACTION JOINTS TO BE PROVIDED AT A
MAXIMUM OF 1.5M APART OR AS REQUIRED.
- ALL CONCRETE WALKS ARE TO BE SEALED WITH 'SEALTIGHT
1220 WHITE PIGMENTED CURING COMPOUND' BY W.R.
MEADOWS OR APPROVED EQUAL APPLICATION AS PER
MANUFACTURE SPECIFICATIONS.
- PROVIDE NON-SLIP SURFACE FINISHES AT ALL BARRIER-FREE
PATHS OF TRAVEL ON SITE (TYP.)
- PROVIDE SAW CUTS @ 8" o.c. ON SLOPED AND FLARED SIDES
OF RAMP
250
400
150
FINISH GRADE
COMPACTED GRANULAR 'A' BASE
(MIN. OF 200mm COMPACTED DEPTH) U.N.O.
CO
NT
RO
L
JO
IN
T
SEE CIVIL
SPECIFICATION
CURB & SIDEWALK BEYOND
1500 (MIN.)
SEE SITE PLAN
COMPACTED GRANULAR 'B' BASE
(MIN. OF 300mm COMPACTED DEPTH) U.N.O.
2
ASP-100
B.F. CURB DEPRESSION DETAIL
DETAIL FROM GAATES 2.1.5.1
SCALE 1:10 - BETTER BARRIER-FREE CURB RAMPS
M
A
X
. S
LO
P
E
1:10
MAX.
SLOPE
= 1:10
1500 MIN. @ PASSENGER LOADING ZONE
FLARED
SIDES
MAX 1:10
SLIP RESISTANT, CONTRASTING DARK GRAY
DETECTABLE WARNING TEXTURED SURFACE
PLAN DETAIL
OBC REFERENCES 3.8.3.2.(3) & 3.8.3.2.(3)(d)
GATTES (GOLBAL ALLIANCE ON ACCESSIBLE
TECHOLIGIES & ENVIRONMENT
100-200
1200 M
IN
.
1500
RE
CO
MM
EN
DE
D
CONTINUOUS TACTILE WALKING SURFACE
ALIGN WITH DIRECTION OF TRAVEL. REFER TO SITE PLAN
610
TACTILE WALKING SURFACE INDICATORS TO HAVE RAISED
PROFILE AND HIGHT TONAL CONTRAST TO THE ADJACENT
GROUND SURFACE EI. YELLOW - PROVIDE MIN 70% LRV
RECESS MOUNTED - Armor Tile or Approved Equal
by Kinesik Engineered Products 1.855 364 .7763
ALL DIMENSION ARE IN MILLIMETERS
CURB
SIDEWALK
ROADWAY
CROSS SLOPE NO GREATER THE 150
FOR CURB HEIGHTS
75-200mm SLOPE NO
GREATER THEN 1:10
180
50
1-SIGN FACE
EXPANSION
120
30
2-MOUNTING DETAIL
30
40
FOOTING
POST
JOINTAROUNDFOOTING
SIGN FACE
BARRIER FREE PARKING SIGNAGE REQUIRMENTS
· ALL HANDICAPPED PARKING STALLS SHALL BE DESIGNATED BY SIGNAGEAS PER BY-LAW
· ONE SIGN PER BAY IS REQUIRED UNLESS A ROW OF SEVERAL BAYS ISPROVIDED IN WHICH CASE, A SIGN AT EACH END OF THE ROW WITHAPPROPRIATE DIRECTIONAL ARROWS AS PER DRAWING 3 - SIGNLOCATION FOR
· MULTIPLE PARKING STALLS IS ACCEPTABLE. THE REQUIRED SIGN(S)MUST BE MOUNTED AT LEAST 0.6m AND NOT MORE THAN 2.0m FROM THEFACE OF THE CURB AT A HEIGHT OF 1.2m ABOVE THE TOP OF CURBELEVATE- TION. SIGNS MUST NOT OBSTRUCT THE SIDEWALK.
· WHERE AN UNOBSTRUCTED BUILDING FAE IS LOCATION NO MORE THAN2.0m FROM THE FACE OF THE CURB AT THE HANDICAPPED BAY, THEREQUIRED SIGN(S) MAY BE MOUNTED ON THE BUILDING FACE.
POST
· 75mm DIAMETER GALVANIZED STANDARD STEEL PIPE, POST
TO BE CAST IN PLACE IN 300mm DIAMETER CONCRETE
FOOTING. OR
· REBOUNDING SIGN POST MOUNTED ON CURB.
MANUFACTURE: IMPACT RECOVERY
(http://www.impactrecovery.com/) STYLE: Sta-Rite Sign Posts.
SIGN MOUNTING HEIGHT & SIGN AS PER TOWN
ACCESSIBILITY STANDARDS
SIGN FACE
· 0.064 GAUGE ALUMINUM SIGN· BLANK WHITE BACKGROUND· HOLES-METRO PUNCH
MOUNTING
· THE SIGN FACE MUST BE SECURED TOA POST WITH TWO GALVANIZED 12mmHEX HEAD BOLTS AND NUTS WITH FLATWASHERS ON BOTH SIDES.
· TO A MASONRY BUILDING FACE WITHTWO GALVANIZED 50mm LONG 6mmDIAMETER HEX-HEAD LAG BOLTS WITHFLAT WASHERS IN LEAD SHIELDMASONRY ANCHORS.
· TO A METAL BUILDING FACE WHERETHE MINIMUM METAL THICKNESS IS2mm WITH TWO #10 PLATED,SELF-TAPPING SHEET-METAL SCREWSWITH FLAT WASHERS.
FINE FACE
GENERAL NOTES:
1. ALL EXISTING PAVEMENT, CURBS, SIDEWALKS, DRIVEWAYS AND BOULEVARDAREAS DISTURBED BY THE CONSTRUCTION MUST BE REINSTATED TO THESATISFACTION OF THE TOWN.
2. A MINIMUM SETBACK OF 1.0m FROM STREET FURNITURE TO PROPOSEDDRIVEWAYS AND SIDEWALKS SHALL BE MAINTAINED. ALL EXISTING STREETFURNITURE TO BE RELOCATED BY THE CONTRACTOR/OWNER TO A SETBACKOF 1.0m. THE COST OF THE RELOCATION OF ANY UTILITY IS THERESPONSIBILITY OF THE DEVELOPER/ONWER.
3. THE CONTRACTOR/OWNER IS RESPONSIBLE FOR ALL UTILITY LOCATES ANDAND DAMAGE OR DISTURBANCE DURING CONSTRUCTION.
4. ALL BARRIER FREE ENTRANCES AND BARRIER FREE PATHS OF TRAVEL MUSTCOMPLY WITH O.B.C. 3.8.
5. THE OWNER/CONTRACTOR SHALL SUPPLY ALL FIRE ROUTE AND HANDICAPSIGNS AS SET OUT IN THE TOWN BY-LAWS AND DESIGN CRITERIA.
6. ALL EXTERIOR ILLUMINATION TO BE DIRECTED DOWNWARD AS WELL ASINWARD AND DESIGNED TO MAINTAIN ZERO CUTOFF LIGHT DISTRIBUTION ASTHE PROPERTY LINE.
7. ALL DOWNSPOUTS TO BE CONNECTED TO THE STORM DRAINAGE SYSTEM.8. ALL CONDENSING UNITS TO BE SCREENED ON THE GROUND FLOOR9. SEPARATE PERMITS ARE REQUIRED FOR ANY SIGNAGE ON THE PROPERTY.10. WHERE POSSIBLE TREES ARE TO BE PROTECTED FROM CONSTRUCTION.11. EXCESS SNOW WILL BE REMOVED BY PRIVATE HAULER SUBJECT TO DEMAND
FOR PARKING.12. REBOUNDING SIGN POST MOUNTED ON CURB. MANUFACTURE: IMPACT
RECOVERY (http://www.impactrecovery.com/) STYLE: Sta-Rite Sign Posts. SIGNMOUNTING HEIGHT & SIGN AS PER TOWN ACCESSIBILITY STANDARDS
ABBREVIATIONS
C.D. - CURB DEPRESSION
P.FH - PROP. FIRE HYDRANT
G.F.A. - GROSS FLOOR AREA
H.D. - HEAVY DUTY PAVING
L.H. - LIGHT DUTY PAVING
LB - LIGHT BOLLARD
LS - LIGHT STANDARD
BF - BARRIER FREE
BFFE - BASEMENT FFE
FFE - FINISHED FLOOR ELEVATIONCSW - CONC. SIDEWALKT.B.D. - TO BE DETERMINEDT.B.R. - TO BE REMOVEDSM - SQUARE METERSSF - SQUARE FEETPROV.-PROVIDEDREQ'D- REQUIREDBS - BUS SHELTEREX. - EXISTINGF.R.S - FIRE ROUTE SIGNB - BOLLARDSW - SIDEWALK
KEY PLAN - NTS
DRAWING TITLE
DO NOT SCALE DRAWINGS. USE ONLY DRAWINGSMARKED "ISSUED FOR CONSTRUCTION". VERIFY CONFIGURATIONS & DIMENSIONS ONSITE BEFORE BEGINNING WORK. NOTIFY ARCHITECT IMMEDIATELY OF ANY ERRORS,OMISSIONS OR DISCREPANCIES.
GENERAL NOTES:
PATH
:
PROJECT No.
ISSUED FOR
SCALE
BY
SHEET NO.
PT 10 / RP: 20R-15377; NORTH SERVICE RD @ QEW RAMP
PROFESSIONAL CERTIFICATIONPROJECT NORTH
PROJECT
DATE
YY-MM-DD
DESCRIPTIONBYISSUE
PLOT
DAT
E:
CHECKED
SHEET REV
17-026
DB PRE-CON 17-08-231
1282 Cornwall Rd,Oakville, Ontario,L6J 7V7
DEVELOPMENT CONSULTANT:
PROPERTY OWNERS:
NORTH SERVICE RD / KERR ST.
Z: 1517.18, OPA 1517.18
ARCHITECTS:610 FORD DRIVE,SUITE 338 OAKVILLE, ONTARIO L6J 7W4
NO
RT
H
__NORTH SERVICE ROAD,OAKVILLE ONTARIO
Empresss CapitalGroup Ltd.111 Ortona Crt,Concord, OntarioL4K 3M3
DB OPA / ZBL 1ST SUBMISSION 17-03-162
QEW
EXIT
RAM
P TO
KERR
Y ST
PROPERTY OWNERS:
THE ATLASCORPORATION 111Ortona Crt,Concord, OntarioL4K 3M3
HWY: QEW
DB RESPONSE TO COMMENTS 18-06-22OPA / ZBL 2ND SUBMISSION 18-07-303
S:\20
17\2
6. S1
7-026
Oak
ville
- Hot
el De
velop
men
t (No
rth Se
rvice
Rd)\
3.0 - D
rawi
ngs\
3.2 - S
PA\1
8-07-0
9 R2-
Cros
s Ove
r\ASP
-100r3
.0 (O
akvil
le - A
VID-
Site
Plan
- Cro
ss Ov
er)
- 18-0
7-31.d
wg7/
31/2
018
3ASP-100
1:300
LSDB
Site Plan
TYPE A
TYPE B
3
ASP-100
BARRIER FREE PARKING SIGN DET.
DWG IN CENTIMETERS
N/A
1
ASP-100
SITE PLAN
1:300
4
ASP-100
MOLOK
ISSUED FOR INFORMATION PURPOSES
SEE WEBSITE FOR FINISH INFO
SIZES AVAILABLE