PROPOSED 'AVID HOTEL

1
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 PROPOSED -2.0m LANDSCAPE BUFFER +/- 5.27M SHARED BUFFER BETWEEN PARKING LANDSCAPE SETBACK 6.0 m FIRE ROUTE FIRE ROUTE TO BE POSTED UNDER DESIGNATED MUNICIPAL BY-LAW 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 PARKING 3.5 m x 12 m x 4.2M (H) LOADING SPACE 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 FRONT YARD SETBACK 14.02m ESYSB 8.85m 6.75m 21.52m ISYSB 5.70m 14.00m 3.05m 14.0m MTO SETBACK 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 EXISTING CURB 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 GATE 2.70m F.R.S END 1.50m 6 10.74m TO FIRE ROUTE R10.50m R12.00m R9.00m R12.00m R15.00m R12.00m 2.15m 5.70m 6.00m 19.69m 5.70m 1.98m 46.49m R7.65m R7.65m 1.05m CLEAR 1.95m 6.00m 8.53m 2.00m R9.00m LINE OF PORTE COCHERE LINE OF PORTE CANOPY C.D. 11.70m C.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 65°52'33" E C=108.38 N 89°45'00" W 31.33 22.11m CANOPY 3.50m 5.50m STOP R1-1 'STOP SIGN & STOP BAR EX Ra-1 'STOP SIGN & STOP BAR 83.50m 62.00m 9.20m 1.83m 1.83m 130.06m LOT DEPTH 3.0m MIN. FRONT YARD SETBACK 17.50m 14.00m MTO SETBACK 9.00m CROSS OVER R3.00m TYPICAL EXISTING TREE CANOPY REFER TO ARBORIST REPORT STOP 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 15.02m 13.11m 13.11m 14.00m MTO DAYLIGHT 3 ADDED PARKING SNOW STORAGE 'A' 81.1 SM DRAWING LEGEND BIKE PAINTED ISLAND -NO PARKING DESIGNATED BARRIER FREE PARKING SPACE. REFER TO TOWN ACESSIBLE STANDARD FOR PAINTED SYMBOL 4.3.12 SOFT LANDSCAPE AREAS REFER TO DRAWING BY STRYBOS BARRON KING LTD. CONTACT: MATT STRYBOS SLOPE 3:1 REFER TO CIVIL BIKE RACK - REFER TO LANDSCAPE DWGS OVER- HEAD DOORS FIRE HYDRANT PROPOSED LOCATION OF PAD MOUNTED TRANSFORMER (TO BE CONFIRM WITH LOCAL UTILITIES) T NUMBER OF PARKING STALLS IN A ROW # FREE STANDING SIGNS PATH OF HEAVY DUTY ASPHALT FOR FIRE ROUTE AREA OF PROPOSED NEW BLDG (S.C.) SIAMESE CONNECTION LOCATION OF LIGHT STANDARDS LS B/F DEPRESSED CURB/ RAMP TYPICAL) - AS PER 3.8.3.2(3) IN THE OBC & 4.3.12 IN TOWN ACCESSIBILITY STANDARDS. THE RAMP SURFACE TO BE SLIP-RESISTANT AND INCORPORATE A TRUNCATED DOME DETECTABLE WARNING SURFACE. (4.4.15) THE SURFACE IS TO BE WITHIN A 600mm HIGH TOTAL WIDTH BOX START 150 - 200mm FROM THE BASE. ALSO EACH CENTRE RAMP TO BE ENTIRELY COLOURED: DARK GREY LANDSCAPE ARCHITECT TO APPROVE THE COLOUR SERVICE EXITS/ ENTRANCE POINTS PROPOSED DECORATIVE FENCING / GUARD DECORATIVE PAVERS / STAMPED CONCRETE. REFER TO LANDSCAPE DRAWING FOR DESIGN LOCATION OF BLDG PRINCIPAL ENTRANCES FOR PUBLIC, FIRE FIGHTERS AND BF USE EXISTING BUILDING LEGAL LAND DESCRIPTION: PART 10 REGISTERED PLAN 20R-15377 TOWN OF OAKVILLE REGIONAL MUNICIPALITY OF HALTON SNOW STORAGE 1.5m Min DELINEATED PATH OF TRAVEL- REFER TO OBC REFERENCE 3.8.3.2. CONCRETE SURFACE TO CHANGE FROM 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. CONTROL JOINT 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 MAX. SLOPE 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 MIN. 1500 RECOMMENDED 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 JOINT AROUND FOOTING SIGN FACE BARRIER FREE PARKING SIGNAGE REQUIRMENTS · ALL HANDICAPPED PARKING STALLS SHALL BE DESIGNATED BY SIGNAGE AS PER BY-LAW · ONE SIGN PER BAY IS REQUIRED UNLESS A ROW OF SEVERAL BAYS IS PROVIDED IN WHICH CASE, A SIGN AT EACH END OF THE ROW WITH APPROPRIATE DIRECTIONAL ARROWS AS PER DRAWING 3 - SIGN LOCATION FOR · MULTIPLE PARKING STALLS IS ACCEPTABLE. THE REQUIRED SIGN(S) MUST BE MOUNTED AT LEAST 0.6m AND NOT MORE THAN 2.0m FROM THE FACE OF THE CURB AT A HEIGHT OF 1.2m ABOVE THE TOP OF CURB ELEVATE- TION. SIGNS MUST NOT OBSTRUCT THE SIDEWALK. · WHERE AN UNOBSTRUCTED BUILDING FAE IS LOCATION NO MORE THAN 2.0m FROM THE FACE OF THE CURB AT THE HANDICAPPED BAY, THE REQUIRED 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 TO A POST WITH TWO GALVANIZED 12mm HEX HEAD BOLTS AND NUTS WITH FLAT WASHERS ON BOTH SIDES. · TO A MASONRY BUILDING FACE WITH TWO GALVANIZED 50mm LONG 6mm DIAMETER HEX-HEAD LAG BOLTS WITH FLAT WASHERS IN LEAD SHIELD MASONRY ANCHORS. · TO A METAL BUILDING FACE WHERE THE MINIMUM METAL THICKNESS IS 2mm WITH TWO #10 PLATED, SELF-TAPPING SHEET-METAL SCREWS WITH FLAT WASHERS. FINE FACE GENERAL NOTES: 1. ALL EXISTING PAVEMENT, CURBS, SIDEWALKS, DRIVEWAYS AND BOULEVARD AREAS DISTURBED BY THE CONSTRUCTION MUST BE REINSTATED TO THE SATISFACTION OF THE TOWN. 2. A MINIMUM SETBACK OF 1.0m FROM STREET FURNITURE TO PROPOSED DRIVEWAYS AND SIDEWALKS SHALL BE MAINTAINED. ALL EXISTING STREET FURNITURE TO BE RELOCATED BY THE CONTRACTOR/OWNER TO A SETBACK OF 1.0m. THE COST OF THE RELOCATION OF ANY UTILITY IS THE RESPONSIBILITY OF THE DEVELOPER/ONWER. 3. THE CONTRACTOR/OWNER IS RESPONSIBLE FOR ALL UTILITY LOCATES AND AND DAMAGE OR DISTURBANCE DURING CONSTRUCTION. 4. ALL BARRIER FREE ENTRANCES AND BARRIER FREE PATHS OF TRAVEL MUST COMPLY WITH O.B.C. 3.8. 5. THE OWNER/CONTRACTOR SHALL SUPPLY ALL FIRE ROUTE AND HANDICAP SIGNS AS SET OUT IN THE TOWN BY-LAWS AND DESIGN CRITERIA. 6. ALL EXTERIOR ILLUMINATION TO BE DIRECTED DOWNWARD AS WELL AS INWARD AND DESIGNED TO MAINTAIN ZERO CUTOFF LIGHT DISTRIBUTION AS THE PROPERTY LINE. 7. ALL DOWNSPOUTS TO BE CONNECTED TO THE STORM DRAINAGE SYSTEM. 8. ALL CONDENSING UNITS TO BE SCREENED ON THE GROUND FLOOR 9. 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. SIGN MOUNTING HEIGHT & SIGN AS PER TOWN ACCESSIBILITY STANDARDS ABBREV I AT I ONS C . D . - CURB DEPRESS I ON P . FH - PROP . F I RE HYDRANT G . F . A . - GROSS FLOOR AREA H . D . - HEAVY DUTY PAV I NG L . H . - L I GHT DUTY PAV I NG LB - L I GHT BOLARD LS - L I GHT STANDARD BF - BARR I ER FREE BFFE - BASEMENT FFE FFE - FINISHED FLOOR ELEVATION CSW - CONC . S I DEWA L K T.B.D. - TO BE DETERMINED T.B.R. - TO BE REMOVED SM - SQUARE METERS SF - SQUARE FEET PROV.-PROVIDED REQ'D- REQUIRED BS - BUS SHELTER EX. - EXISTING F.R.S - FIRE ROUTE SIGN B - BOLLARD SW - SIDEWALK KEY PLAN - NTS DRAWING TITLE DO NOT SCALE DRAWINGS. USE ONLY DRAWINGS MARKED "ISSUED FOR CONSTRUCTION". VERIFY CONFIGURATIONS & DIMENSIONS ON SITE 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 SERV I CE RD @ QEW RAMP PROFESSIONAL CERTIFICATION PROJECT NORTH PROJECT DATE YY-MM-DD DESCRIPTION BY ISSUE PLOT DATE: CHECKED SHEET REV 17-026 DB PRE-CON 17-08-23 1 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 NORTH __NORTH SERV I CE ROAD , OAKV I LLE ONTAR I O Empresss Capital Group Ltd. 111 Ortona Crt, Concord, Ontario L4K 3M3 DB OPA / ZBL 1ST SUBMISSION 17-03-16 2 QEW EXIT RAMP TO KERRY ST PROPERTY OWNERS: THE ATLAS CORPORATION 111 Ortona Crt, Concord, Ontario L4K 3M3 HWY: QEW DB RESPONSE TO COMMENTS 18-06-22 OPA / ZBL 2ND SUBMISSION 18-07-30 3 S:\2017\26. S17-026 Oakville - Hotel Development (North Service Rd)\3.0 - Drawings\3.2 - SPA\18-07-09 R2- Cross Over\ASP-100r3.0 (Oakville - AVID- Site Plan - Cross Over) - 18-07-31.dwg 7/31/2018 3 ASP-100 1:300 LS DB 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

Transcript of PROPOSED 'AVID HOTEL

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

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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

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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

=

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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

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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