COMMITTEE OF ADJUSTMENT 2141 Major Mackenzie Drive, Vaughan, ON L6A 1T1 Phone: (905)832-8585 Fax: (905)832-8535 NOTICE OF DECISION MINOR VARIANCES FILE NUMBERS: A313/14, A314/14, A315/14 and A316/14 APPLICANT: KLEIN-ROSE HOMES INC. PROPERTY: Part of Lot 24 & 25, Concession 8, (Lots 18, 19,20 and 21, Registered Plan 65M-4413, municipally known as 10, 12, 16 & 20 Annsleywood Court, all respectively, Kleinburg). ZONING: The subject lands are zoned R 1, Residential Zone and subject to the provisions of Exception 9(1368) under By-law 1-88 as amended. PURPOSE: To permit the maintenance of a existing retaining walls. PROPOSAL: 1. To maintain a minimum rear yard setback of Om to retaining wall 2. To maintain a minimum interior side yard setback of Om to retaining wall. (A313/14) BY -LAW 1. Minimum 2.4m rear yard setback required (to retaining wall). (A313/14) REQUIREMENT: Minimum 4.3m rear yard setback required (to retaining wall). (A314/14 & A315/14) Minimum 2.8m rear yard setback required (to retaining wall). (A316/14) 2. Minimum 2.91m interior side yard setback required (to retaining wall). (A313/14) Sketches are attached illustrating the request. MOVED BY: SECONDED BY: THAT the Committee is of the opinion that the varianc s ought, can be considered minor and are desirable for the appropriate development and use of the Ia !l The general intent and purpose of the By- law and the Official Plan will be maintained. THAT Application No. A313/14 to A316/14, KLEIN-ROSE HOMES INC., be APPROVED, in accordance with the sketches attached and subject to the following conditions: 1. The applicant submits the variance review fee of $525.00, payable to the Toronto and Region Conservation Authority, if required, to the satisfaction of the Toronto and Region Conservation Authority; 2. That if the condition(s) listed above is/are not fulfilled and the Building Permit is not applied for within twelve (12) months of the date this decision becomes final and binding, the said decision shall expire and shall be deemed to have been annulled and rescinded by the Committee.(PLEASE NOTE THAT THIS TIME PERIOD CANNOT BE EXTENDED IN ANY WAY, FAILURE TO MEET THIS DEADLINE WILL RESULT IN REQUIRING A NEW APPLICATION AND FEE.) VERY IMPORTANT: IT IS THE RESPONSIBILITY OF THE OWNER/APPLICANT AND/OR AGENT TO OBTAIN AND PROVIDE A CLEARANCE LETTER FROM EACH AGENCY AND/OR DEPARTMENT LISTED IN THE CONDfTIONS WHETHER "IF REQUIRED" APPEARS IN THE CONDITION OR NOT, AND FORWARD THIS CLEARANCE LETTER TO THE SECRETARY-TREASURER AS SOON AS THE CONDfTIONS ARE FULFILLED. FAILURE TO COMPLY WITH THIS PROCEDURE WILL RESULT IN A LETTER BEING FORWARDED BY THE SECRETARY-TREASURER INDICATING THIS FILE HAS LAPSED AND, THEREFORE, WILL NECESSITATE THAT A NEW APPLICATION BE SUBMITTED TO LEGALIZE THIS PROPERTY. Page 1 of 2
Transcript
COMMITTEE OF ADJUSTMENT 2141 Major Mackenzie Drive, Vaughan, ON L6A 1T1
Phone: (905)832-8585 Fax: (905)832-8535
NOTICE OF DECISION MINOR VARIANCES
FILE NUMBERS: A313/14, A314/14, A315/14 and A316/14
APPLICANT: KLEIN-ROSE HOMES INC.
PROPERTY: Part of Lot 24 & 25, Concession 8, (Lots 18, 19,20 and 21, Registered Plan 65M-4413, municipally known as 10, 12, 16 & 20 Annsleywood Court, all respectively, Kleinburg).
ZONING: The subject lands are zoned R 1, Residential Zone and subject to the provisions of Exception 9(1368) under By-law 1-88 as amended.
PURPOSE: To permit the maintenance of a existing retaining walls.
PROPOSAL: 1. To maintain a minimum rear yard setback of Om to retaining wall 2. To maintain a minimum interior side yard setback of Om to retaining wall. (A313/14)
THAT the Committee is of the opinion that the varianc s ought, can be considered minor and are desirable for the appropriate development and use of the Ia !l The general intent and purpose of the Bylaw and the Official Plan will be maintained.
THAT Application No. A313/14 to A316/14, KLEIN-ROSE HOMES INC., be APPROVED, in accordance with the sketches attached and subject to the following conditions:
1. The applicant submits the variance review fee of $525.00, payable to the Toronto and Region Conservation Authority, if required, to the satisfaction of the Toronto and Region Conservation Authority;
2. That if the condition(s) listed above is/are not fulfilled and the Building Permit is not applied for within twelve (12) months of the date this decision becomes final and binding, the said decision shall expire and shall be deemed to have been annulled and rescinded by the Committee.(PLEASE NOTE THAT THIS TIME PERIOD CANNOT BE EXTENDED IN ANY WAY, FAILURE TO MEET THIS DEADLINE WILL RESULT IN REQUIRING A NEW APPLICATION AND FEE.)
VERY IMPORTANT: IT IS THE RESPONSIBILITY OF THE OWNER/APPLICANT AND/OR AGENT TO OBTAIN AND PROVIDE A CLEARANCE LETTER FROM EACH AGENCY AND/OR DEPARTMENT LISTED IN THE CONDfTIONS WHETHER "IF REQUIRED" APPEARS IN THE CONDITION OR NOT, AND FORWARD THIS CLEARANCE LETTER TO THE SECRETARY-TREASURER AS SOON AS THE CONDfTIONS ARE FULFILLED.
FAILURE TO COMPLY WITH THIS PROCEDURE WILL RESULT IN A LETTER BEING FORWARDED BY THE SECRETARY-TREASURER INDICATING THIS FILE HAS LAPSED AND, THEREFORE, WILL NECESSITATE THAT A NEW APPLICATION BE SUBMITTED TO LEGALIZE THIS PROPERTY.
Page 1 of 2
COMMITTEE OF ADJUSTMENT VARIANCE A313/14 to A316/14
THIS MINOR VARIANCE DECISION IS NOT A BUILDING PERMIT AUTHORIZING CONSTRUCTION UNDER THE BUILDING CODE ACT, R.S.O. 1990, AS AMENDED. A BUILDING PERMIT MAY BE REQUIRED. PLEASE CONTACT THE BUILDING STANDARDS DEPARTMENT IN THE EVENT THAT YOU REQUIRE FURTHER CLARIFICATION.
CARRIED.
CHAIR:~ Signed by all members present who concur in this decision:
ABSENT L.Fiu~~-----------Member
CERTIFICATION
H. Zheng, Vice Chair
J1;vt /W?J M.Mauti, 9 ~ Member
I hereby certify this to be a true copy of the decision of the Committee of Adjustment, and this decision was concurred in by a majority of the members who heard this application.
Date of Hearing:
Last Date of Appeal:
APPEALS
Todd Coles, BES, MCIP, RPP Manager of Development Services and Secretary-Treasurer to Committee of Adjustment
DECEMBER 11, 2014
DECEMBER 31, 2014
APPEALS MUST BE RECEIVED BY THIS OFFICE NO LATER THAN 4:30 P.M. ON THE LAST DATE OF APPEAL NOTED ABOVE.
Should you decide to appeal this decision to the Ontario Municipal Board, a copy of an appeal form is available for download in Microsoft Word and Adobe Acrobat versions from the Ontario Municipal Board website at www.omb.gov.on.ca. If you do not have Internet access, these forms can be picked up at the City of Vaughan, Committee of Adjustment offices.
Please fill out Form A 1 and follow the instructions as provided by the Ontario Municipal Board and submit your appeal to the City of Vaughan, Committee of Adjustment on or before the date stated above. You must enclose the completed form with the $650.00 processing fee, paid by certified cheque or money order, to the "TREASURER, CITY OF VAUGHAN" and the appeal fee of $125.00 for each application appealed, paid by certified cheque or money order, made payable to the "ONTARIO MINISTER OF FINANCE".
NOTE: The Planning Act provides for appeals to be filed by "persons". As groups or associations, such as residents or ratepayers groups which do not have incorporated status, may not be considered "persons" for the purposes of the Act, groups wishing to appeal this decision should do so in the name of individual group members, and not in the name of the group.
CONDITIONS IF ANY CONDITIONS ARE IMPOSED ON THIS APPLICATION, THE FINAL DATE FOR FULFILLING
THEM IS: DECEMBER 31, 2015
Form 12
Page 2 of 2
I A313/14 I ANNSLEYWOOD COURT
SRN ARCHITECTS INC. Design Conlrol Review
o Prefiminruy Approval as Noted
CITY OF VAUGHAN RESIDENTIAL LOT GRADING NOTES: 1. ALL DIMENSIONS AND GRADE ELEVATIONS ARE EXPRESSED IN Sl UNITS.
KEYPLAN
@ PROVIDE STORM SUMP PUMP FOR FOUNDATION DRAINAGE PER DWG.211129.GR2
2. THE CONTRACTOR SHALL CHECK AND VERlFY ALL GIVEN GRADE ELEVATIONS AND DRAINAGE PRIOR TO COMMENCEMENT OF CONST 3. UNDERSIDE OF FOOTING SHOWN IS TAKEN FROM ARCHITECTURAL PLANS AND MAY NOT REPRESENT ACUTAL FOOTING DEPTH. 4. FOOTINGS MUST BEAR ON NATIVE, UNDISTURBED SOIL OR ROCK, AND BE A MIN. OF 1.22m BELOW FINISHED GRADE. 5. WHERE REAR LOT CATOiBASINS ARE PRODVIDED, HOUSE FOOTINGS ADJACENT TO THE RLCB LEAD MUST BE lOWER THAN THE lEAD RlCB LEADS SHALL HAVE MINIMUM 150 mm CONCRETE ENCASEMENT FROM SEWER TO CB. 6. PERMISSIBLE SIDEYARD ENCROACHMENTS (IE. A.C. UNITS, CHIMNEYS. GAS OR HYDRO METERS, WATER SPIGOTS, ETC.) MAY NOT ENCROACH BY MORE THAN 0.5m (ENTRY STEPS AND BAY WINDOWS 0.3m) NOR BE WITHIN 1.2m OF ANY LOT LINE (EXCLUDING EAVES AND GUTIERS). 7. IF THE DISTANCE BETWEEN MAIN WALLS OF ADJACENT UNITS ISs 1.8m, THE SIDEYARD DRAINAGE SWALE SHALL HAVE MINIMUM GRADIENT OF 3% AND BE CONSTRUCTED OF A PATIO SLAB WALI<M/AY ON MIN. 50mm OF 20mm CLEAR STONE ON MIN. 130mm OF GRAN. 'B' 20mm C.R. LIMESTONE, OR LIMESTCNE SCREENINGS. 8, EXTERIOR CLADDING, THRESHOI.os, AND WINDOWSILLS SHALL BE A MINIMUM OF 150mm ABOVE FINISHED GRADE. WHERE WINDOW WELLS ARE PROVIDED, THEY MUST BE PROPERLY DRAINED AND CONNECTED TO THE FOUNDATION DRAIN. 9. ROOF DOWNSPOUTS 111l!S1 DISCHARGE AT THE FRONT OF DWELLING UNITS ONTO TURF VIA CONCRETE SPLASH PADS WITHOUT CONFLICTING WITH WALKWAYS. ROOF DRAINS SHALL NOT BE CONNOOTED TO STORM OR SANITARY SEWERS. 10. SLOPE PARM1ETERS
ORJVEWAYS MIN. 1.5% MAX. B% SWALES MIN. 2% MAX. 5% EMBANKMENTS MAX. 3H:1V MAX. ELEVATION DIFFERENTIAL 600mm FRONT AND REAR YARDS MIN. 2% MAX. 5% MIN. 6m @ 2% TO 5%
11. DRIVEWAYS MUST CLEAR ABOVE-GROUND SERVICES OR OTHER OBSTRUCTIONS (LIGHT STANDARDS, HYDRO TRANSFORMERS, BELL PEDESTALS, ETC.) BY A MINIMUM OF 1.0m. NO DEFLECTION IN DRIVEWAY ALIGNMENT IS PERMITTED TO ACHIEVE THIS CLEARANCE. 12. DRIVEWAYS SHALL BE CONSTRUCTED AS FOLLOWS:
GRANULAR 'A': MINIMUM 200mm AFTER COMPACTION HLB: MINIMUM 5Dmm AFTER COMPACTION, PLACED WITHIN 9 MONTHS OF OCCUPANCY. HL3: MINIMUM 25mm AFTER COMPACTION PLAC5D 0~ E WINTER AFTER HL6.
MAXIMUM WIDTH 6.0 METRES 13. WATER SERVICE BOXES SHOULD NOT BE LOCATED WITHIN 1.0m OF THE EDGE OF A DRIVEWAY. FROST COLLARS ARE TO BE PROVIDED AND INSTALLED TO CITY OF VAUGHAN ENGINEERING STANDARDS WHERE A WATER SERVICE VALVE·BOX IS LOCATED IN A DRIVEWAY. 14. THE FIRM OR PERSON HIRING THE SOD CONTRACTOR MUST ENSURE THAT ALL WATER BOXES ARE ADJUSTED TO SOD LEV5L AND ARE< OPERATIONAL FOLLOWING COMPLETION OF THE WORKS. 15. TOPSOIL· MINIMUM 300mm UNDER ALL TURF. 16. THE FOOTING FOR LOTS ON ENGINEERED FILL MUST BE REINFORCED AS PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. REFER TO VAUGHAN LOT GRADING DESIGN CRITERIA AND BYLAWS 1-88 AND 353-90 FOR COMPLETE REQUIREMENTS.
ENGINEERING NOTES' 1. BUilDERTO VERIFY LOCATION AND ELEVATION OF STORM AND SANITARY cONNECTIONS.PRJORTO POURING FOOTINGS. REPORT DISCREPANCIES TO OeSIGNERIENGINEfiR.IMMEDIATELY. 2. BUiuiER TO. VERIFY LOCATION OF ALL HYDRANTS. STREET UGHTS, TRANSFdRMERS AND OTHER SERVICES. IF MINIMUM DIMENSIONS. ARE NOT MAINTAINED, BUILDER TO R5J.O<JA7E COMPONENTS AT HIS OWN EXPENSE AND NOTIFY DESIGNER IMMEDIATELY. 3. ALL FOOTING FORM WORK ELEVATIONS AND SETBACKS ARE 1D BE CONARMED BY A REGISTERED ONTARIO LAND SURVEYOR, PRIOR TO PLACING OF ANY CONCETE. REPORT DISCREPANCIES TO DESIGNER IMMEDIATELY. 4. FAILURE TO REPORT ANY DISCREPANCIES TO THE DESIGNER/ENGINEER WILL RELIEVE THE DESIGNER/ENGINEER OF ANY LIABILITY AND RESPDNSBILITY ARISING FROM NOT REPORTING THE DISCREPANCY. 5. WALLS CLOSER THAN 1.2m TO PROPERTY LINE MUST HAVE A45 MINUTE FIRE RATING AS PER O.B.C. 9.10.15.2.(1).
CONSULTANTS CERTIFICATE: I HAVE REVIEWED THE SITE AND GRADING PLAN FOR THE PROPOSED BUILDING TO BE CONSTRUCTED AND I HEREBY CERTIFY THAT: 1. THE PROPOSED GRADING AND AFPUR'fENANT DRAINAGE WORKS COMPLY WITH SOUND ENGINEERING PRINCIPLES. 2. THE PROPOSED GRADING IS IN CONFORMITY WITH THE GRADING PLAN APPROVED FOR THIS SUBDIVISION AND WILL NOT ADVERSELY AFFECT ADJACENT LANDS. 3. THE PROPOSED BUILDING IS COMPATIBLE WITH THE PROPOSED GRADING.
LOTSNO(S)1 __________ _
EMC GROUP LIMITED. SUBDIVISION CONSULTANTS 1S17 KEELE STREET, SUITE 200, CONCORD, ONT. (PHONE) 005-~3!133
CUENT
ROSEHAVEN HOMES
PROJECT/LOCATION
KLEINBURG CITY OF VAUGHAN
DRAWING
SITE PLAN
BUit..OING STATISTICS REG.PI.ANN<>. ?.SM'-4"'f-13 ZONE R1
LOTNUMaER 16
LOT AREA(m l2 1263.Bm2
SLOG AREA(m }2 240.Sm2
LOTCOVERAGE{"h) 19.0"A>
No. OF STOREYS 2
MEAN HElGKT(m) 9.16
PEAK HEIGHT(m) N/A
OECKUNE{m} N/A
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ISSUED OR REVJSION COMMENTS
NO. DESCRIPTION DATE 0\'\IN CHK
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18 FAX,(SO:S)73ft•5449 OWGGRNOESIGN.COM
I A314/14 I SRN ARCHITECTS INC. Design Control Review Community: Kleinburg Heritage Estates, kleinburg, Ontario The Plans/Drawings comply with the Architectural Control Urban Design Guidelines approved by the City of Vaughan for this subdivision. This stamp is ONLY for !he purposes of design control and carries no olher professional obligallon.
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SECTION A-A ~----------------------~~ ~~!:"~b~~~~~~~~~~~~~~t~JA;~~NA~~i~esseD tN st uNrrs. I O.Om:J.: 2. lHE CONTRACTOR SI-IAU. CHECK AND VERIFY ALL GIVEN GRADE ELEVATIONS AND D~~ MENCEMENTOF CONS1RUCTION. 3. UNDERSIDE OF FOOTING SHOWN IS TAKEN FROM ARCHITECTURAL PLANS AND MAY NO i'\L FOOTING DEPTH. 4. FOOTINGS MUST BEAR ON I'IAT!VE, UNDISTUR9ED SOIL OR ROCK. AND BE A MIN. OF 1.22m GRADE. ;:~!~~~~r~g~~~:~~~ ~~~~~~~OUSE FOOTINGS ADJACENTTO THE RLCB~UST BE LOWER THAN >HE LEAD RLCS LEADS SHALL HAVE MINIMUM
6. PERMISSIBLE SIDEYARD ENCROACHMENTS (IE. A.C. UNITS, CHIMNEYS, GAS OR HYDRO METERS. WATER SPIGOTS, ETC.) MAY NOT ENCROACH BY MORE THAN 0,5m (ENTRY STIOPS AND BAY WINDOWS 0.3m) NOR BE Will-liN 1.2m OF ANY LOT LINE (EXCLUDING EAVES AND GUTTERS). 7. IF lHE DISTANCE BE"TWEEI4 MAIN WALLS OF ADJACENT UNITS ISs 1.Bm, lHE SIDEYARD DRAINAGE SWALE SHALL HAVE MINIMUM GRADIENT OF 3% AND BE CONSTRUCTED OF A PA TlO SlAB WMJ<WAY ON MIN. 50mm OF 20mm CLEAR STONE ON MIN. 130mm OF GRAN. 'B' 20mm C..R. LIMESTONE, OR LIMESTONE SCREENINGS. 6. EXTERIOR CUIDDING, THRESHOLDS. AND WINDOWSILLS 51-\All BE A MINIMUM OF 100mm ABOVE FINISHED GRADE. WHERE WINDOW WElLS ARE PROVIDED, THEY MUST BE PROPERLY DRAINED AND CONNE6110D TO THE FOUNDATION DRAIN. 9. ROOF DOWNSPOUTS .MUST DISCHARGE AT THE FRONT OF DWELLING UNITS ONTO TURF VIA CONCRETE SPLASH PADS WITHOUT CONFLICTING WITH WAlf'JNAYS. ROOF DRAINS SHALL NOT BE CONNECTED TO STORM OR SANITARY SEWERS. 10. SLOPE PARAMETERS
11. DRIVEWAYS MUST CLEAR ABOVE-GROUND SERVICES OR OTHER OBSTRUCTIONS (LIGHT STANDARDS. HYDRO TRANSFORMERS. BELL PEDESTALS, ETC.) BY A MINIMUM OF 1.0m. NO DEFLECTION IN DRIVEWAY ALIGNMENT IS PERMITTED TO ACHIEVE THIS CLEARANCE. 12. DRNEWAYS SHALL BE CONSTRUCTIOD AS FOLLOWS:
GRANUUIR 'A": MINIMUM 20Qmm AFTER COMPACTION Hl8: MINIMUM SQmm AFTER COMPACTION. PlACED WITHIN 9 MONTHS OF OCCUPANCY. HLS: MINIMUM 25mm AFTER COMPA<;!"ION PlACED 01 iE WINTIOR AFTER HL8.
MAXIMUM WIDTH 6.0 METRES 13. WATER"SERVICE BOXES SHOULD NOT BE LOCATED WITHIN 1.0m OF THE EDGE OF A DPJVEWAY. FROST COLUIRS ARE TO BE PROVIDED AND INSTALLED TO CllY OF VAUGHAN ENGINEERING STANDARDS WHERE A WATER SERVICE VAlVE-BOX IS LOCATED IN A DRIVEWAY. 14. THE FIRM OR PERSON HIRING THE SOD CONTRACTOR MUST ENSURE THAT ALL WATER BOXES ARE ADJUSTIOD TO SOD LEVEL AND ARE OPERATIONAL FOLLOWING COMPLETION OF THE WORKS. 15. TOPSOIL· MINIMUM 300mm UNDER All TLRF. 16. THE FOOTING FOR LOTS ON ENGINEERED FILL MUST BE REINFORCED A$ PER THE GEOTECHNICAL ENGINEERS RECOMMENDATIONS. REFER TO VAUGHAN LOT GRADING DESIGN CRITERIA AND BYLAWS Hl8 AND 353·90 FOR COMPLETIO REQUIREMENTS.
ENGINEERING NOTES: 1. BUILDER TO VERIFY LOCATION AND ELEVATION OF STORM AND SANITARY CONNECTIONS PRIOR TO POURING FOOTINGS. REPORT DISCREPANCIES TO DESIGNER/ENGINEER IMMEDIATELY. 2. BUILDER TO VERIFY LOCATION OF All HYDRANTS. STREET LIGHTS. TRANSFORMERS AND OTHER SERVICES. IF MINIMUM DIMENSIONS ARE NOT MAINTAINED, BUILDER TO RELOCATIO COMPONENTS AT HIS OWN EXPENSE AND NOTIFY DESIGNER IMMEDIATELY. 3. ALL FOOTING FORM WORK ELEVATIONS AND SETBACKS ARE TO BE CONFIRMED BY A REGISTERED ONTARIO lAND SURVEYOR. PRIOR TO PLACING OF ANY CONCETE. REPORT DISCREPANCIES TO DESIGNER IMMEDIATELY. 4. FAILURE TO REPORT ANY DISCREPANCIES TO THE DESIGNER/ENGINEER WILL RELIEVE THE DESIGNER/ENGINEER OF At:N liABilllY AND RESPONSB!LITY ARISING FROM NOT REPORTING THE DISCREPANCY. 5. WALLS CLOSER THAN 1.2m TO PROPERlY liNE MUST HAVE A 45 MINUTE FIRE RATING AS PER O.B.C. 9.10.15.2.(1).
CONSULTANTS CERTIFICATE: I HAVE REVIEWED THE SITE AND GRADING PUIN FOR THE PROPOSED BUILDING TO BE CONSTRUCTED AND I HEREBY CERTlFYTI-IAT: 1. THE PROPOSED GRADING AND APPURTENANT DRAINAGE WORKS COMPLY WITH SOUND ENGINEERING PRINCIPLES. 2. THE PROPOSED GRADING IS lN CONFORMI1Y Willi THE GRADING PLAN APPROVED FOR THIS SUBDIVISION AND WILL NOT ADVERSELY AFFECT ADJACENT LANDS. 3. THE PROPOSED BUILDING !S COMPATIBLE WITH THE PROPOSED GRADING.
LOTSNO(S) ___ ..Jil.L2~-----EMC GROUP liMITED. SUBDIVISION CONSULTANTS 1fm KEElE STREET. SUITE~. CONCORO, otlT. {PHONE}SOS-738-393!1
Cl-IENT
ROSEHAVEN HOMES
PROJECT/LOCATION
KLEINBURG CITY OF VAUGHAN
DRAWING
SITE PLAN
BUILDING STATISTlCS
REG.PLANNo. ~~ ZONE R1
lOT NUMBER 19
LOT AREA{m }~ 690.1m2
SLOG AREA{m )2 222.3m2
lOT COVERAGE{%} 32.2'Yo
No. OF STOREYS 2
MEAN HEIGHT(m) N/A
PEAK HEIGHT(m} 8.88
OECKUNE(m) NIA
LCGEND FFE FINISHED FLOOR ELEVATION
1FW TOP OF fOUNDATION WAlL
TBS TOPOFBA.SEMENT5l.AB
USF UNDERSIDE FOOTING DTBS DROPPEP TOP OF BASEMENT SLAB DUSF DROPPED UNDER S:IDEE'OOT1NG-USFR UNDERSIDE FOOTING @REAR USFG UNDER SIDE FOOTING@' GARAGE
TEF TOP OF eNGINEeRED Fill.
R NUMBER OF RISERS TO GRADE
woo W.a.l.KOOTOECK
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CHAINU"fllfENCE
PRJIIAC'i'I'.!Ncr!
SOUND BARRIER
- -- FOOTING TO BE EXTEtlDED TO 1.25 {MIN) BELO'NGAAOE
ISSUED OR REVISION COMMENTS
NO. DESCRIPTION DATE OWN CHK
1 PRE-SI.TCDOO-o2V F.EB.IQft• mvs BS
2 ISSUEDFORREVIEW WJI.1VI4 RK NP
3 ISSUED FOR ANAL MAR.25114 RK as 4 RE.fSstJEO fOR FINAL IJAYWH RK BS
I. BRYAN SCHILLING, DEClARE THAT I HAVE REVIEWED AND TAKE DESIGN RESPONSIBILITY FOR 11-IEDESIGN WORK ON BEHALF OF RNOESIGN liMITED UNDER: SUBSECTION 2.17 -A OF THE BUILDING CODE. I />M QUAlifiED, ~OlliE FIRM 15 REGlSn:RED,IN THE APPROPRIATE ClASSES/CATEGORIES.
CITY OF VAUGHAN RESIDENTIAL LOT GRADING NOTES: 1. ALL DIMENSIONS ANO GRADE ELEVATIONS ARE EXPRESSED IN Sl UNITS.
SRN ARCHITECTS INC. Design Control Review Communily: Ktelnbul!l Heritage Estates, kleinburg, Ontario The Plans/Drawings comply with th<! Arcl!itectural Control Urban Design Guldellnes approved by !he Clly of Vaughan lor !his subdivision. This slamp is ONLY for lhe purposes of design control and carries no other professional obligation.
Revlewedey;J~<~ Date:!t0 ~t% 1f Revleyred For.
l!l Final Approved D Preliminary Approval as Noted
SECTION A-A
2. TiiE CONTRACTOR SHALL CHECK AND VERIFY ALL GIVEN GRADE ELEVATIONS AND DRAINAGE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3, UNDERSIDE OF FOOTING SHOWN IS TAKEN FROM ARCHITECTURAL PLANS AND MAY NOT REPRESENT ACUTAL FOOTING DEPTH. 4. FOOTINGS MUST BEAR ON NATIVE, UNDISTURBED SOIL OR ROCK, AND BE A MIN. OF 1.22m BELOW ANI SHED GRADE. 5. WHERE REAR LOT CATCHBASINS ARE PRODVIDED, HOUSE FOOTINGS ADJACENT TO TiiE RLCB LEAD MUST BE LOWER THAN THE LEAD RLCB LEADS SHALL HAVE MINIMUM 150 mm CONCRETE ENCASEMENT FROM SEWER TO CB. 6. PERMISSIBLE SIDEYARD ENCROACHMENTS {IE. A. C. UNITS, CHIMNEYS, GAS OR HYDRO METERS, WATER SPIGOTS, ETC.) MAY NOT ENCROACH BY MORE TiiAN 0.5m {ENTRY STEPS AND BAY WINDOWS 0.3m) NOR BE WITHIN 1.2m OF ANY LOT LINE {EXCLUDING EAVES AND GUTTERS~ 7.1FTHE DISTANCE BElWEEN MAIN WALLS OF ADJACENT UNITS IS,; 1.Bm, THE SIDEYARD DRAINAGE SWALE SHALL HAVE MINIMUM GRADIENT OF 3% AND BE CONSTRUCTED OF A PAllO SLAB WI'J.KWAY ON MIN. SOmm OF 20mm CLEAR STONE ON MIN. 130mm OF GRAN. 'B' 20mm C.R. LIMESTONE. OR LIMESTONE SCREENINGS. 8. EXTERIOR CLADDING. THRESHOLDS, AND WINDOWSILLS SHALL BE A MINIMUM OF 150mm ABOVE ANISHED GRADE. WHERE WINDOW WELLS ARE PROVIDED, THEY MUST BE PROPERLY DRAINED ANO CONNECTED TO THE FOUNDA110N DRAIN.
I 9, ROOF DOWNSPOUTS MUST DISCHARGE AT THE FRONT OF DWELLING UNITS ONTO TURF VIA CONCRETE SPLASH PADS WITHOUT CONFLICTING WITH WALKWAYS.. ROOF
I~ DRAINS SHALl NOT BE CONNECTED TO STORM OR SANITARY SEWERS. 10. SLOPE PARAMETERS
DRIVEWAYS MIN. 1.5% MAX. 8% I SWALES MIN. 2% MAX. 5% ! EMBANKMENTS MAX. 3H:1V MAX. ELEVATION DIFFERENTIAL 800mm ~ FRONTANDREARYARDS MIN.2% MAX.5",{, MIN.Gm@2%TO 5% ~ 11. DRIVEWAYS MUST CLEAR ABOVE-GROUND SERVICES OR OTHER OBSTRUCTIONS {UGHT STANDARDS, HYDRO TRANSFORMERS, BELl PEDESTALS, ETC,) BY A MINIMUM OF ! 1.0m. NO DEFLECTION IN DRIVEWAY ALIGNMENT IS PERMITTED TO ACHIEVE THIS CLEARANCE.
~ 12' DRI:~~ .. ~~~~L~I~TM~:~o~=: ~g~~~ON HL8: MINIMUM SOmm AFTER COMPACTION, PLACED WITHIN 9 MONTHS OF OCCUPANCY. ~ HL3: MINIMUM 25mm AFTER COMPACTION PLACEr' ONE WINTER AFTER HL8. f MAXIMUM WIDTii 6.0 METRES
~j 13. WATER SERVICE BOXES SHOULD NOT BE lOCATED WITHIN i.Om OF TiiE EDGE OF A DRIVEWAY. FROST COllARS ARE TO BE PROVIDED AND INSTALLED TO CI1Y OF VAUGHAN ENGINEERING STANDARDS WHERE A WATER SERVICE VALVE·BOX IS LOCATED IN A DRIVEWAY. 14, THE FIRM OR PERSON HIRING THE SOD CONTRACTOR MUST ENSURE THAT ALL WATER BOXES ARE 1\DJUSTED TO SOD LEVEl. AND ARE OPERATIONAL FOlLOWING
. 15. iOPSOil-MINIMUM300mmUNOERI'J.L TURF. I COMPLETION OF THE WORKS.
.1 16. THE FOOllNG FOR LOTS ON ENGINEERED FILL MUST BE REINFORCED N3 PER THE GEOTECHNICAl ENGINEER'S RECOMMENDATIONS. REFER TO VAUGHAN LOT GRADING DESIGN CRITERIA AND BYLAWS 1-88 AND 353-90 FOR COMPLETE REQUIREMENTS.
ENGINEERING NOTES: 1. BUILDER TO VERIFY LOCATION AND ELEVATION OF STORM AND SANITARY CONNECTIONS PRIOR TO POURING FOOTINGS. REPORT DISCREPANCIES TO DESIGNER/ENGINEER IMMEDIATELY. 2. BUILDER TO VERIFY LOCATION OF ALL HYDRANTS, STREET LIGHTS, TRANSFORMERS AND OTHER SERVICES. IF MINIMUM DIMENSIONS ARE NOT MAINTAINED, BUILDER TO RELOCATE COMPONENTS AT HIS OWN EXPENSE AND NOTIFY DESIGNER IMMEDIATELY. 3. ALl FOOTING FORM WORK ELEVATIONS AND SETBACKS ARE TO BE CONFIRMED BY A REGISTERED ONTARIO LAND SURVEYOR, PRIOR TO PLACING OF ANY CONCETE. REPORT" DISCREPANCIES TO DESIGNER IMMEDIATELY. 4. FAILURE TO REPORT" ANY DISCREPANCIES TO THE OESIGNER/ENGINEER WILL RELIEVE TiiE DESIGNER/ENGINEER OF AN!f LIABILITY AND RESPONSBILITY ARISING FROM NOT REPORTING THE DISCREPANCY. 5. \VALLS CLOSER THAN 1.2m TO PROPERTY LINE MUST HAVE A 45 MINUTE ARE RATING AS PER O.B.C. 9.10.15.2.(1).
CONSULTANTS CER11FICATE: I HAVe ReviEWED THE SITE AND GRADING PLAN FOR THE PROPOSED BUILDING TO BE CONSTRUCTED AND I HEREBY CERTIFY THAT: 1. THE PROPOSED GRADING AND AFPURlENANT DRAINAGE WORKS COMPLY WITH SOUND ENGINEERING PRINCIPLES. 2. THE PROPOSED GRADING IS IN CONFORMITY WITH THE GRADING PLAN AFPROVEO FOR TillS SUBDIVISION AND WILL NOT ADVERSELY AFFECT ADJACENT LANDS. 3. THE PROPOSED BUILDING IS COMPATIBLE WITH TiiE PROPOSED GRADING.
Ia LOTSNO{S!..-__ .::f-::;_ ______ _
EMC GROUP LIMITED. SUBDIVISION CONSULTANTS 7~77.KEElE smeE.T. SUITE lOG. CONCOJU). ONT~ (PHONE} HS·T.Ia-»3V
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~ UHOERstDEFOOnNG DRCIPPEO 101'' OF 81\SEMENT SlAB
llll5l' DROPPED UNDSIS101SfOOTINQ USFR UNO=aSIDEFOOTING(t REAl{ USFG UNDER SIDE FOOriNGO G.ll.fWJE
TEF . loti OF liNGINEI:AEOFn.t R NUMOl-R OF fUSERS 1 0 OFINJE
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ISSUED OR REVISION COMMENTS NO. CESCRIPTION OATE OWN CJ-11(
ISSUEDFDlCREVIEW JUI.2Jtt.t: RK BS
ISSUED FOR FIIW. AUG. un.. RK as
1. BRYAN SCHILLING, DeCU\RE »IATI HAVE UEVJEWED AND TAKE DESIGN RESPONSSDIUTY fOR UtE DESIGN WORK ON BEHALF OF R" DESIGN LIMITED UNDER SUBSECTION 2.17 A OP'lliE BUit.DtMG CODe, I Ml QW\LIAED.AND THE FIIW JS REOISlEHEO, R'l Tf-IE APPROPRIATE CLJ\SSESICI\TEGORieS.
CITY OF VAUGHAN RESIDENTIAL LOT GRADING NOTES: 1. ALL DIMENSIONS AND GRADE ELEVATIONS ARE EXPRESSED IN Sl UNITS.
20
SRN ARCHITECTS INC. Design Can!rol Review
KEYPLAN
Community: Kleinburg Heritage Eslates,ldelnburg, Onlaria . The Plans/Drawings comply with Jhe Architedural Control Utban Design Guidelines approved by the City of Vaughan for Jhis subdivision. This stamp is ONLY lor lhe purposes of design con~ol and carries no qlher PIO!essipnal obUgaUan.
i.e Final Approved J Preliminllf}' Approval as Naiad
2. THE CONTRACTOR SHALL CHECK AND VERIFY ALL GIVEN GRADE ELEVATIONS AND DRAINAGE PRIOR TO COMMEl'ICEMENT OF CONSTRUCTION. 3. UNDERSIDE OF FOOTING SHOWN IS TAKEN FROM ARCHITECTURAL PLANS AND MAY NOT REPRESENT ACUTAL FOOTING DEPTH. 4. FOOTINGS MUST BEAR ON NATIVE, UNDISTURBED SOIL OR ROCK, AND BE A MIN. OF 1.22m BELOW FINISHED GRADE. 5. WHERE REAR LOT CATCHBASINS ARE PRODVIDED, HOUSE FOOTINGS ADJACENT TO THE RLCB LEAD MUST BE LOWER THAN THE LEAD RLCB LEADS SHALL HAVE MINIMUM 150 mm CONCRETE ENCASEMENT FROM SEWER TO CB. 6. PERMISSIBLE SIDEYARO El'ICROACHMEI'ITS (IE. A. C. UNITS, CHIMNEYS, GAS OR HYDRO METERS, WATER SPIGOTS, ETC.) MAY NOT ENCROACii BY MORE THAN 0.5m (ENTRY STEPS AND BAY WINDOWS 0.3m) NOR Be WITHIN 1.2m OF ANY LOT LINE (EXCLUDING EAVES AND GIJTlCRS). 7. IF THe DISTANCE BETWEEN MAIN WALLS OF ADJACENT UNITS IS.< 1.8m, THE SIDEYARO DRAINAGE SWALE SHALl HAVE MINIMUM GRADIENT OF 3% AND BE CONSTRUCTED OF A PATIO SLAB WALKWAY ON MIN. 50mm OF 20mm CLEAR STONE ON MIN. 130mm OF GRAN. '8' 20mm C.R. LIMESTONE, OR LIMESTONE SCREENINGS. 8. EXTERIOR CLADDING, THRESHOLDS, AND WINDOWSILLS SHALL BE A MINIMUM OF 150mm ABOVE FINISHED GRADE. WHERe WINDOW WELLS ARE PROVIDED. THEY MUST BE PROPERLY DRAINED AND CONNECTED TO THE FOUNDATION DRAIN. 9. ROOF DOWNSPOUTS MUST DISCHARGE AT THE FRONT OF DWELLING UNITS ONTO TURF VIA CONCRETE SPlASH PADS WITHOUT CONFLICTING WITH WALKWAYS. ROOF DRAINS SHALL NOT BE CONNECTED TO STORM OR SANITARY SEWERS. 10. SLOPE PARAMETERS
DRIVEWAYS MIN. 1.5% MAX. 8% SWALES MIN. 2% MAX. 5% EMBANKMENTS MAX. 3H:1V MAX. ELEVATION DIFFERENTIAL 500mm FRONT AND REAR YARDS MIN. 2% MAX. 5% MIN. 6m@ 2% TO 5%
11. DRIVEWAYS MUST CLEAR ABOVE-GROUND SERVrcES DR OTHER OBSTRUCTIONS (UGHT STANDARDS, HYDRO TRANSFORMERS, BELL PEDESTALS, ETC.) BY A MINIMUM OF !.Om. NO DEFLECTION IN DRIVEWAY ALIGNMENT IS PERMITIED TO ACHIEVE THIS CLEARANCE. 12. DRIVEWAYS SHALL BE CONSTRUCTED AS FOLLOWS:
GRANULAR 'A~ MINIMUM 200mm AFTER COMPACTIOI' Hl8: MINIMUM 50mmAFTER COMPACTION, PlACED WITHIN 9 MONTHS OF OCCUPANCY. HL3! MINIMUM 25mm AFTER COMPACTION PLACED 0. IE WINTER AFTER Hl8.
MAXIMUM WIDTH 6.0 METRES 13. WATER SERVICE BOXES SHOULD NOT BE LOCATED WITHIN 1.Dm OF THE EDGI< OF A DRIVEWAY. FROST COLLARS ARE TO BE PROVIDED AND INSTALLED TO CITY OF VAUGHAN ENGINEERING STANDARDS WHERE A WATER SERVICE VALVE-SOX IS LOCATED IN A DRIVEWAY. 14. THE FIRM OR PERSON HIRING THE SOD CONTRACTOR MUST ENSURE THAT ALL WATER BOXES ARE ADJUSTED TO SOD LEVEL AND ARE OPERATIONAL FOLLOWING COMPLETION OF THE WORKS. 15. TOPSOIL· MINIMUM 300mm UNDER ALL TURF. 16. THE FOOTING FOR LOTS ON ENGINEERED FILL MUST BE REINFORCED AS PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. REFER TO VAUGHAN LOT GRADING DESIGN CRITERIA AND BYLAWS 1·88 AND 353-90 FOR COMPLETE REQUIREMEI'ITS.
ENGINEERING NOTES: 1. BUILDER TO VERIFY LOCATION AND ELEVATION OF STORM AND SANITARY CONNECTIONS PRIOR TO POURING FOOTINGS. REPORT DISCREPANCIES TO DESIGNER/ENGINEER IMMEOIATEL Y. 2. BUILDER TO VERIFY LOCATION OF ALL HYDRAI'ITS, STREET LIGHTS, TRANSFORMERS AND OTHER SERVICES. IF MINIMUM DIMENSIONS ARE NOT MAINTAINED, BUILDER TO RELOCATE COMPONENTS AT HIS OWN EXPENSE AND NOTIFY DESIGNER IMMEDIATELY. 3. ALL FOOTING FORM WORK ELEVATIONS AND SETBACKS ARE TO BE CONFIRMED BY A REGISTERED ONTARIO LAND SURVEYOR, PRIOR TO PLACING OF ANY CONCETE. REPORT DISCREPANCIES TO DESIGNER IMMEDIATELY. 4. FAILURE TO REPORT Nf'f DISCREPANCIES TO THE DESIGNER/ENGINEER WILL RELIEVE THE DESIGNER/ENGINEER OF Nf'f LIABIUTY AND RESPONSBILITY ARISING FROM NOT REPORTING THE DISCREPANCY. 5. WALLS CLOSER THAN 1.2m TO PROPERTY UNE MUST HAVE A45 MINUTE FIRE RATING AS PER O.B.C. 9.10.15.2.(1).
CONSULTANTS CERTIFICATE: I HAVE REVIEWED THE SITE AND GRADING PLAN FOR THE PROPOSED BUILDING TO BE CONSTRUCTED AND I HEREBY CERTIFY THAT; 1. THE PROPOSED GRADING AND APPURTENANT DRAINAGE WORKS COMPLY WITH SOUND ENGINEERING PRINCIPLES, 2. THE PROPOSED GRADING IS IN CONFORMITY WITH THE GRADING PLAN APPROVED FOR THIS SUBDIVISION AND WILL NOT ADVERSELY AFFECT ADJACENT LANDS. 3. THE PROPOSED BUilDING IS COMPATIBLE WITH THE PROPOSED GRADING.
'2-1 LOTSN~S'~----L---------------
EMC GROUP LIMITED. SUBDIVISION CONSULTANTS 7517 KEELESTREET,SUITI!200.CONCOIW. ONT. (PHONE!OOS.73&3939
CLIENT
ROSEHAVEN HOMES
PROJECT/LOCATION
KLEINBURG CI1Y OF VAUGHAN
DRAWING
SITE PLAN
BUILDING STATISTIC$
REG. PLAN Mo. 65M...W13
ZONE R1
LOTN.Ur,.tBER 21
Lar AREA(m i' . 801.30m2
SLOG AREA(m 12 254.som2
LOT COVERAGE(%) . 31.8%
No. OF STOREYS 2 MEAN HEIGHT(m) 9A1
PEAKHEIGHT(m) NIA
DECKLlNE(m) NIA
FFE LEGEND
FINlSHeD FLOOR Ela'AliON TFW TOP OF FOUNDATION WAU. TBS TOP OF BASEMeNT SLAB USF UNDERS1DEFOOTING
![Item # 20 - Vaughan · Item # 20: Ward #4: Form 9 ... 832-2281 Fax [905] 832-8535 : FILE NUMBER: A027/13 ... Adjustment with such information or mate rial as the Committee of Adjustment](https://static.documents.pub/doc/80x56/5b5badbc7f8b9a01748e9289/item-20-vaughan-item-20-ward-4-form-9-832-2281-fax-905-832-8535.jpg)
![Item # 11 - Vaughan · Item # 11. Ward #3. Form 9 . COMMITTEE OF ADJUSTMENT . 2141 Major Mackenzie Drive, Vaughan, Ontario, L6A 1T1 . Tel [905] 832-2281 Fax [905] 832-8535 . FILE](https://static.documents.pub/doc/80x56/5c412e7893f3c338c80bf0d2/item-11-vaughan-item-11-ward-3-form-9-committee-of-adjustment-2141.jpg)
