PROPOSED BUILDING

FIN. FLOOR ELEVATION 624.50'

623.10'

T/C 623.60'

623.10'

623.00'

623.10'

623.10'

623.10'

623.10'

623.10'

623.10'

624.50'

624.50'

623.10'623.10'

622.90'

623.10'

623.10'

624.50'

624.50'

624.50'

624.50'

624.50'

624.35'

624.50'

624.35'

624.50'

624.35'

624.50'

624.35'

624.50'

624.35'

624.35'

624.50'

624.35'

624.50'

624.35'

624.50'

624.35'

624.50'

624.35'

624.50'

624.50'

62

4.5

0'

623.10'

T/C 623.60'

T/C 623.60'

T/C 623.60'

T/C 623.60'

T/C 623.60'

T/C 623.60' T/C 623.60'

624.00'

624.00' 624.15'

624.00' 624.00' 624.00' 624.00'624.00'

624.15'624.15'

624.00' 624.00'

624.15' 624.15'624.15' 624.15'

624.25'

624.25'

624.25'

624.50'

624.25'

624.45'624.45'

624.00'624.00'624.00'

624.15'624.15'

624.00'

624.00'624.00'

624.00'624.00'

NEW CB#4

T/G = 622.50'

INV. = 620.00'

623.10'

NEW CB#3

T/G = 622.50'

INV. = 620.00'

623.10'

623.70'

T/C 623.60'

623.70'

NEW CB#2

T/G = 622.50'

INV. = 620.00'

623.10'

T/C 623.60'

NEW CB#1

T/G = 622.50'

INV. = 620.00'

623.10'

WV

623.10'

NEW CB#5

T/G = 622.50'

INV. = 620.00'

623.10'

623.60'

NEW SAN.

SAMPLING MH(#1)

T/C = 624.30'

INV. = 617.85'(N)

INV. = 617.75'(S)

NEW STM. MH#1

T/C = 624.30'

INV. = 616.25'

NEW STM. MH#2, T/C = 622.95'

INV. = 619.33'(E)

INV. = 616.94'(N,S)

NEW STM. MH#4

T/C = 623.60'

INV. = 617.60'

NEW SAN. MH#3

T/C = 623.60'

INV. = 619.35'(S)

NEW SAN. MH#2

T/C = 623.05'

INV. = 618.64'(N,E)

INV. = 618.55'(S)

623.10'

623.75'

623.75'

62

3.4

0'

623.50'

62

3.5

5'

62

3.2

1'

624.20'

624.40'

624.20'

62

3.4

0'

62

3.6

7'

62

3.6

7'

62

3.1

0'

T/C

6

23

.6

0'

T/C 624.10'

1

.

4

%

1

.

4

%

1

.5

%

1

.6

%

1

.

4

%

1

.

4

%

1

.5

%

1

.

3

%

1

.

3

%

1

.

4

%

1

.

4

%

1

.

3

%

1

.

4

%

1

.

4

%

1

.

7

%

1

.

4

%

1

.

7

%

1

.6

%

1

.

5

%

1

.5

%

1.5%

1.5%

623.10'

2

.

2

%

1

.

8

%

T/C 623.60'

T/C 623.60'

624.15'624.15'

1.0%

623.00'

623.40'623.30'

T/C 623.90'

62

3.0

8'

NEW 18" DIA. STM. SEWER

PVC DR35 AT 0.40% SLOPE, 70'-0" LG.

8" DIA. BLDG. SAN. CONN.

PVC DR35 AT 1%, 11' LG.

10" DIA. BLDG. STM. CONN.,

PVC DR35 AT 1%,17'-0" LG.

NEW 8" DIA. SAN. SEWER

PVC DR35 AT 0.40% SLOPE,

174'-0" LG.

NEW 8" DIA. SAN. SEWER

PVC DR35 AT 0.40% SLOPE,

174'-0" LG.

NEW 18" DIA. STM. SEWER

PVC DR35 AT 0.40% SLOPE, 172'-0" LG.

NEW 8"x8"x6" PVC TEE FITTING

NEW 6" DIA. HYDRANT MAIN,

PVC DR18, 5'-0" MIN. CLEAR

PROVIDE 20" MIN. OF CLEAR VERT.

SEPARATION WHERE NEW STM. SEWERS

AND WATERMAIN CROSS, TYP.

ALL CB LEADS TO BE

6" DIA. PVC DR28 PIPE

AT 1% SLOPE MIN.

INV. OF EX. STM. SEWER IS ELEV. 614.80'

RP TYPE BACKFLOW

PREVENTOR INSIDE MECH.

ROOM. REFER TO MECH.

NEW 4" DIA. PERF. BIG 'O' SUB-DRAIN

WRAPPED IN FILTER SOCK IN TRENCH

FILLED W/ CLEARSTONE INSTALLED BELOW

SUB-GRADE ON TWO OPPOSING SIDES OF

CATCH BASIN, TYP FOR ALL CB'S/CBMH'S.

NEW 6" DIA. DOMESTIC WATER

SERVICE, PVC DR18, 5'-0" MIN. CLEAR

(FOR FUTURE DEVELOPMENT,

VALVE TO BE CLOSED)

NEW 8" DIA. FIREMAIN,

PVC DR18, 5'-0" MIN.

CLEAR COVER

NEW 4" DIA. GATE VALVE IN

BOX, 5' FROM BLDG. FACE

NEW 8" DIA. WATERMAIN CONN.

PVC DR18 PIPE, 5'-0" MIN.

CLEAR COVER

CONN. TO EX. 8" DIA. D.I. WATERMAIN W/

8" TAPPING SLEEVE AND 8" TAPPING VALVE.

NEW 8" DIA. GATE VALVE IN

BOX AT PROP. LINE

NEW 6" DIA. GATE VALVE IN

BOX AT PROP. LINE

INV. OF EX. SAN. SEWER IS ELEV. 616.83'

NEW 8" DIA. SAN. SEWER CONN. PVC DR35

AT 2.0% SLOPE MIN., 42'-0" LG.

NEW 8" DIA. STM. SEWER CONN. PVC

DR35 AT 2.0% SLOPE MIN., 36'-0" LG.

BLOW OFF ASSEMBLY ON FIREMAIN &

DOMESTIC WATER SERVICE W/ GATE

VALVES IN CAST IRON RISERS, REFER

TO TOWN WATER STANDARDS - BLOW

OFF PIPES BURIED 12" BELOW GRADE

NEW 18" DIA. STM. SEWER

PVC DR35 AT 0.40% SLOPE,

95'-0" LG.

NEW DICB #1

B/G=619.00'

INV.=617.50'

NEW STM. MH#3

T/C = 622.95'

INV. = 617.22'

623.60'

623.80'

624.17'

T/C 623.60'

T/C 623.60'

NEW 18" DIA. STM. SEWER

PVC DR35 AT 0.40% SLOPE,

69'-0" LG.

STORMWATER QUALITY TREATMENT UNIT.

'FIRST DEFENCE HIGH CAPACITY'

MODEL ADS FD-4HC FROM ADS CANADA,

4' DIA. MODEL. SUBMIT CALCS. AND SHOP DWGS.

T/C=624.30', INV.=616.20'(N,S)

FOR CONT. REFER TO

MECH. DWGS., INV. = 619.50'

FOR CONT. REFER TO MECH.

DWGS., INV. = 618.75'

NEW 6" DIA. STM. SEWER

PVC DR35 AT 1% SLOPE MIN.,

96'-0" LG.

623.70'

623.77'

624.50'

624.60'

624.45'

62

3.6

0'

62

4.2

0'

62

3.6

0'

62

4.2

0'

62

3.6

0'

62

4.2

0'

62

3.6

0'

62

4.2

0'

61

9.1

0'

61

9.1

0'

61

9.3

0'

61

9.3

0'

623.60'

624.20'

623.75' 623.75' 623.75'

T/C 623.50'

EX. STM. & SAN. CONNECTIONS

TO BE CAPPED AT PROP. LINE

EX. 19mm DIA. COPPER WATER SERVICE TO BE

ABANDONED AND DISCONNECTED AT THE

MAIN STOP. MAIN STOP TO BE ISOLATED AND

CAPPED. REMOVE CURB STOP AT P/L.

NEW 6" DIA. HYDRANT MAIN,

PVC DR18, 5'-0" MIN. CLEAR

ALL SANITARY MH'S TO BE EQUIPPED

WITH CRETEX INFLOW DISH W/ NEOPRENE

GASKET & DIFFUSER VALVE

624.25'

CONCRETE SURROUND ON

2" RIGID INSULATION AT ALL

CATCH BASINS, TYP.

622.95'

622.95' 622.95'

623.10'

622.95'

ALL CONC. CURBING TO

BE AS PER OPSD 600.11

SLOPE CONC. SIDEWALK

TOWARDS PARKING LOT

AT 2.0% SLOPE, TYP.

NEW CONCRETE SIDEWALK,

SEE PAVEMENT LEGEND

& SIDEWALK JOINT NOTES, TYP.

DROP CURB W/ TACTILE

INDICATOR PLATES.

REFER TO ARCH. DWGS.

TYP.

INSTALL TEMPEST "MHF" INLET CONTROL DEVICE

(111 mm ICD ORIFICE) BY IPEX IN MH ON OUTLET PIPE

2 YEAR HEAD: 3.27' (1.0 m), FLOW: 0.85 CFS (24 L/s)

100 YEAR HEAD: 6.72' (2.05 m), FLOW: 1.23 CFS (34.83 L/s)

624.20'

DEPRESSED GRASS AREA

FOR STORM DETENTION.

30' WIDE BOTTOM AND SIDE

SLOPES 1 VERT : 3 HORIZ. MAX.

TOP OF BANK IS ELEV. 624.30'

STRESS TEST WATER

SURFACE ELEV. 623.60'

1:100 YEAR WATER

SURFACE ELEV. 623.30'

623.15'

62

3.7

0'

1.0%

1.0%

1.2%

NEW 4" DIA. DOMESTIC

WATER SERVICE, PVC DR18,

5'-0" MIN. CLEAR COVER

WV

NEW 6" DIA. DOMESTIC

WATER SERVICE, PVC DR18,

5'-0" MIN. CLEAR COVER

623.80'

PROPOSED

MULTI-STOREY

RESIDENTIAL BUILDING

1. ALL WORK SHALL CONFORM TO THE CORPORATION OF THE TOWN OF KINGSVILLE AND OPSS STANDARDS

AS APPLICABLE.

2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,

ELEVATIONS AND FIELD CONDITIONS. IN THE EVENT THAT DIMENSIONS, ELEVATIONS OR FIELD

CONDITIONS VARY FROM DESIGN DRAWINGS, THE ENGINEER SHALL BE NOTIFIED.

3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND

VERTICAL LOCATIONS OF ALL EXISTING SEWERS AND UTILITIES TO BE CONNECTED TO PRIOR TO

CONSTRUCTION STAKING. IF NEED BE, THE ENGINEER SHALL BE NOTIFIED AND THE PLANS SHALL BE

ADJUSTED ACCORDINGLY.

4. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL REVIEW AND COORDINATE ALL

PROPOSED GRADES, SEWER PIPE INVERTS, AND STORM AND SANITARY STRUCTURE RIM ELEVATIONS. IN THE

EVENT OF ANY DISCREPANCIES THE ENGINEER SHALL BE NOTIFIED AND THE PLANS SHALL BE ADJUSTED

ACCORDINGLY.

5. THE CONTRACTOR SHALL COORDINATE THE EXTERIOR BUILDING SERVICE CONNECTIONS WITH THE

MECHANICAL DRAWINGS FOR PIPE SIZE, INVERT AND LOCATION PRIOR TO CONSTRUCTION. NOTIFY THE

ENGINEER IF DISCREPANCIES EXIST.

6. THE CONTRACTOR AND HIS WORKERS SHALL UNDERTAKE ALL WORK ON THIS PROJECT IN COMPLIANCE WITH

THE "OCCUPATIONAL HEALTH AND SAFETY ACT AND REGULATIONS FOR CONSTRUCTION PROJECTS", ONTARIO

REGULATION 213/91 AS AMENDED.

7. THE LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR

ACCURATELY LOCATING UTILITIES PRIOR TO CONSTRUCTION AND FOR ADEQUATELY PROTECTING EXISTING

UTILITIES DURING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE

CONTRACTORS EXPENSE.

8. EXCAVATE TO THE DEPTH OF THE FINAL SUB-GRADE ELEVATION TO ALLOW FOR GRADE CHANGES AND THE

PLACEMENT OF THE RECOMMENDED PAVEMENT SYSTEM.

9. TRENCH BACKFILLING UNDER THE PAVEMENT AREAS AND WITHIN 3 FEET OF PAVEMENT AREAS SHALL BE

GRANULAR "A" MATERIAL COMPACTED TO 100% S.P.M.D.D. ALL NATIVE MATERIAL COMPACTED TO 93% S.P.M.D.D.

10. REMOVE ROOTS, SOFT SOIL AND REPLACE WITH GRANULAR "B" TYPE 1, MATERIAL COMPACTED TO 98% S.P.M.D.D.

11. ALL EXISTING GRASS AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED WITH A MINIMUM OF 4"

OF CLEAN TOPSOIL, GRASS SEED AND HYDRO MULCH.

12. ALL PVC STORM AND SANITARY SEWER PIPE SHALL CONFORM TO ASTM D-3034.

13. WATERMAIN PIPE SHALL BE PVC TO CSA B137.3, CLASS 150 IN ACCORDANCE WITH A.W.W.A. C900-905.

14. DEFLECTIONS IN THE WATERMAIN, WHETHER HORIZONTAL OR VERTICAL, SHALL BE WITHIN MANUFACTURERS

SPECIFICATIONS AND SHALL FOLLOW MANUFACTURERS RECOMMENDATIONS AS TO PROCEDURE. ALL

LOCATIONS WHERE BENDS HAVE BEEN DETAILED AND ARE REQUIRED SHALL BE INSTALLED AS PER THE

PUBLIC UTILITIES COMMISSION STANDARDS.

15. STORM AND SANITARY SEWERS LOCATED PARALLEL TO WATERMAINS SHALL BE CONSTRUCTED IN SEPARATE

TRENCHES MAINTAINING A MINIMUM CLEAR HORIZONTAL SEPARATION OF 8'-3".

16. PROVIDE A MINIMUM OF 24" VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWERS PASSING OVER

WATERMAINS. THE LENGTH OF THE WATER PIPE SHALL BE CENTRED AT THE POINT OF CROSSING SO THAT

THE JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. PROVIDE ADEQUATE

STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING.

17. 24"X24" STANDARD PRECAST CATCH BASINS SHALL HAVE 24" DEEP SUMPS AND TEE TRAPS.

18. SUB-DRAINS FOR CATCH BASINS SHALL BE 4" DIA. BIG 'O' WRAPPED WITH FILTER SOCK X 8 FEET LONG AT 1.0%

EMBEDDED IN 3/4" CLEAR STONE ON TWO OPPOSING SIDES OF CATCH BASIN, U.N.O.

19. ALL MANHOLES SHOWN SHALL BE 4'-0" DIAMETER U.N.O.

20. ALL MANHOLES SHALL HAVE A MINIMUM OF TWO(2) CONCRETE RINGS TO ADJUST THE RIM ELEVATION TO THE

FINAL GRADE. MANHOLE RIMS SHALL BE SET AT AN ELEVATION RELATIVE TO FINISHED PAVEMENT ELEVATION.

21. ALL STORM MANHOLES SHALL HAVE A 24" DEEP SUMP.

22. ALL SANITARY MANHOLES SHALL HAVE CONCRETE BENCHING.

23. CATCHBASIN MANHOLES SHALL HAVE CATCHBASIN GRATES AND FRAME TYP.

24. CATCH BASIN LEADS SHALL BE 6" DIA. PVC SDR 28 AT 1.0% SLOPE MIN. U.N.O.

25. THE LENGTH OF SEWER LINES IS THE DISTANCE BETWEEN FROM INSIDE FACE TO INSIDE FACE OF

MANHOLES AND/OR CATCHBASINS. THE DISTANCES INDICATED ON THE PLANS AREA APPROXIMATE AND CAN

VARY DUE TO ALIGNMENT.

26. ALL DIMENSIONS SHOWN ARE TO EDGE OF ASPHALT. ALL ELEVATIONS INDICATED ARE AT THE EDGE OF

ASPHALT U.N.O.

1. PROTECT ALL EXPOSED SURFACES AND CONTROL RUNOFF DURING CONSTRUCTION.

2. ALL EROSION CONTROL MEASURES ARE TO BE IN PLACE BEFORE STARTING CONSTRUCTION AND

REMAIN IN PLACE UNTIL RESTORATION IS COMPLETE.

3. MAINTAIN EROSION CONTROL MEASURES DURING CONSTRUCTION.

4. ALL COLLECTED SEDIMENT MUST BE DISPOSED OFF AT AN APPROVED LOCATION.

5. MINIMIZE THE AREA DISTURBED DURING CONSTRUCTION.

6. ALL DEWATERING MUST BE DISPOSED OF IN AN APPROVED SEDIMENTATION BASIN.

7. PROTECT ALL CATCH BASINS, MAINTENANCE HOLES AND PIPE ENDS FROM SEDIMENT INTRUSION WITH

GEOTEXTILE (TERRAFIX 270R OR EQUAL).

8. KEEP ALL SUMPS CLEAN DURING CONSTRUCTION.

9. PREVENT WIND-BLOWN DUST.

10. ALL OF THE ABOVE NOTES AND ANY SEDIMENT AND EROSION CONTROL MEASURES ARE AT THE

MINIMUM TO BE IN ACCORDANCE WITH THE MINISTRY OF NATURAL RESOURCES GUIDELINES ON

EROSION AND SEDIMENT CONTROL FOR URBAN CONSTRUCTION SITES.

EROSION AND SEDIMENT CONTROL MEASURES:

1. CATCH BASINS SHALL BE PRECAST CONCRETE AND SHALL CONFORM TO OPSD 705.01 U.N.O

2. CATCH BASIN FRAMES AND GRATES SHALL CONFORM TO OPSD 400.02

3. MANHOLES SHALL BE PRECAST CONCRETE AND SHALL CONFORM TO OPSD 701.01 & 701.03

4. MANHOLE FRAMES AND COVERS SHALL CONFORM TO OPSD 401.01

OPS FOR STORM & SANITARY STRUCTURES:

SITE SERVICING GENERAL NOTES:

1. SIDEWALKS SHALL HAVE BAYS SPACING EQUAL TO ITS WIDTH AND EXPANSION JOINTS EVERY SIXTH BAY.

2. BAY JOINTS SHALL BE SAWCUT. THE DEPTH OF THE JOINT SHALL BE t/3 AND THE WIDTH SHALL BE 1/4".

3. EXPANSION JOINTS SHALL BE 1/2" THICK FULL DEPTH FOAM JOINT FILLER.

4. INSTALL 1/2" THICK FOAM JOINT FILLER BETWEEN SIDEWALK AND CONCRETE CURB & BUILDING SURFACES.

5. ALL SIDEWALK EDGES INCLUDING TOOLED AND EXPANSION JOINTS SHALL BE FINISHED WITH A 1/4" RADIUS.

SIDEWALK JOINT NOTES:

NEW ASPHALT PAVEMENT FOR PARKING LOT (PARKING STALLS):

STRIP ALL GRASS AND TOPSOIL AS REQUIRED.

EXCAVATE TO SUB-GRADE AS REQUIRED AND PROOF ROLL.

SUPPLY, PLACE & COMPACT 10" (MIN.) OF GRANULAR 'B' TYPE 2 SUB-BASE TO 100% SPMDD

SUPPLY, PLACE & COMPACT 4" OF GRANULAR 'A' BASE TO 100% SPMDD

SUPPLY, PLACE & COMPACT 2" HL-4 BASE COURSE ASPHALT &

1.5" HL-3 SURFACE COURSE ASPHALT

PAVEMENT LEGEND:

CONCRETE PAVEMENT FOR DRIVEWAY APPROACH:

CONCRETE COMMERICAL DRIVEWAY IN ACCORDANCE

W/ TOWN OF KINGSVILLE STANDARD FOR COMMERCIAL ENTRANCES

DRAWING S3.

HEAVY DUTY CONCRETE PAVEMENT:

8" CONCRETE (32 MPa W/ 6 TO 8% AIR ENTRAINMENT) W/

15M REBAR AT 12" O.C.E.W. AT MID-DEPTH OF SLAB ON

SUPPLY, PLACE & COMPACT 8" (MIN.) OF GRANULAR 'A' BASE TO 100% SPMDD ON

APPROVED, UNDISTURBED AND COMPACT SUB-GRADE

CONCRETE SIDEWALKS:

4" CONCRETE (30 MPa W/ 6 TO 8% AIR ENTRAINMENT)

W/ 6"X6" - 9/9 WWM AT MID-DEPTH OF SLAB ON

COMPACTED GRANULAR 'A' BASE AS REQUIRED (6" MIN.)

COMPACTED TO 100% SPMDD ON APPROVED, UNDISTURBED

AND COMPACT SUB-GRADE

NEW HEAVY DUTY ASPHALT PAVEMENT FOR DRIVING AISLES:

STRIP ALL GRASS AND TOPSOIL AS REQUIRED.

EXCAVATE TO SUB-GRADE AS REQUIRED AND PROOF ROLL.

SUPPLY, PLACE & COMPACT 14" (MIN.) OF GRANULAR 'B' TYPE 2 SUB-BASE TO 100% SPMDD (2 EQUAL LIFTS)

SUPPLY, PLACE & COMPACT 4" OF GRANULAR 'A' BASE TO 100% SPMDD

SUPPLY, PLACE & COMPACT 2.5" HL-4 BASE COURSE ASPHALT &

1.5" HL-3 SURFACE COURSE ASPHALT

MUNICIPAL CONCRETE SIDEWALKS:

MIN. 5" THICK CONCRETE SIDEWALK (30 MPa W/ 6 TO 8% AIR ENTRAINMENT) ON

4" MIN. GRANULAR 'A' BASE COMPACTED TO 100% SPMDD ON

APPROVED, UNDISTURBED AND COMPACT SUB-GRADE.

REFER TO TOWN OF KINGSVILLE STANDARD DRAWING FOR CONCRETE SIDEWALK, DRAWING S1.

FROST SLAB:

4" CONCRETE (32 MPa W/ 6 TO 8% AIR ENTRAINMENT) ON

2 - 1 1/2" LAYERS OF STYROFOAM INSULATION ON

COMPACTED GRANULAR 'A' BASE AS REQUIRED (6" MIN.)

COMPACTED TO 100% SPMDD ON APPROVED, UNDISTURBED

AND COMPACT SUB-GRADE

NEW LANDSCAPE AREA:

REFER TO ARCHITECTURAL/LANDSCAPE DRAWINGS.

12

"

MIN

.

O.D

. / 2

D

X X

O.D.

A1

2"

MIN

.

MAIN TRENCH BACKFILL

-COMPACTED GRANULAR 'A'

(100% SPMDD) BELOW ASPHALT

-COMPACTED NATIVE FILL

(93% SPMDD) AT GRASSED AREAS

ZONE 'C':

-COMPACTED GRANULAR 'A'

(100% SPMDD) BELOW ASPHALT

-COMPACTED NATIVE FILL

(93% SPMDD) AT GRASSED AREAS

ZONE 'B': UPPER BEDDING

COMPACTED GRANULAR 'A'

(100% SPMDD)

ZONE 'A': LOWER BEDDING

COMPACTED GRANULAR 'A'

OR APPROVED SEWERR BEDDING

STONE (100% SPMDD)

UNDISTURBED EARTH

NOTE:

1. THE PIPE BED SHALL BE CAREFULLY SHAPED

TO RECEIVE THE BOTTOM OF THE PIPE

2. BACKFILL IN ACCORDANCE WITH OPSD-803.03

AND OPSD 803.04

LEGEND:

A = D/4 BUT NOT LESS THAN 6"

X = 12" MAXIMUM

SEWER TRENCH DETAIL - CLASS 'B'

BUILDING

NORTH

SITE SERVICING, GRADING, & PAVEMENT PLANSCALE: 1" = 20'-0"

BUILDING

NORTH

KEY PLANSCALE: 1" = 60'-0"

SA

ST

CB

CBMH

C.O.

SANITARY

STORM

WATERMAIN

MISC.

SERVICING LEGEND:

623.00'

CATCH BASIN SECTION DETAILSCALE: 3/8" = 1'-0"

SCALE: 3/8" = 1'-0"

CATCH BASIN/MANHOLE CONCRETE SURROUND DETAIL

SferaARCHITECTURAL

ASSOCIATES INC.

ARCHITECTS

PHASE 1 (1.60 AC)PHASE 2 (2.0 AC)

Mar. 03, 2020

CONC. PATIO CONC. PATIOCONC. PATIO CONC. PATIO CONC. PATIO

CONC. PATIOCONC. PATIOCONC. PATIOCONC. PATIO CONC. PATIO

NEW 3 STOREY CONDOMINUM

FH

RETENTIONPOND

SferaARCHITECTURALASSOCIATES INC.

ARCHITECTS

Bezaire Partners

Planners, Landscape Architects

302-180 Eugenie St. WestWindsor, ON N8X 2X6 p: 519 966 6844

gbezaire@bezaire.ca

bp

CAD file: 1404 LNDS

SETBACK

SETBACK

SE

TB

AC

K

LO

AD

IN

G S

PA

CE

11

'-6

" x 4

4'-0

"

CONC. PATIO CONC. PATIO

CONC. PATIO CONC. PATIO CONC. PATIO

CONC. PATIOCONC. PATIO

CONC. PATIOCONC. PATIOCONC. PATIO

NEW 3 STOREY CONDOMINUM

FIRE ROUTE

FIR

E R

OU

TE

FIRE ROUTE

FIRE ROUTE

°

FH

2

8

3

' F

IR

E

H

Y

D

R

A

N

T

T

O

C

O

R

N

E

R

O

F

B

U

IL

D

IN

G

L.D. = 54'-6" (16.61m)

L.D

. =

3

9'-5

" (1

2.0

1m

)

L.D

.=

9'-1

0"

(3

.0

0m

)

RETENTION

POND

L.D

.=

14

'-2

"

(4

.3

2m

)

L.D

.=

16

'-1

0"

(5

.1

3m

)

L.D

.=

12

'-2

"

(3

.7

1m

)

L.D

.=

14

'-2

"

(4

.3

2m

)

L.D

.=

14

'-2

"

(4

.3

2m

)

L.D

.=

14

'-2

"

(4

.3

2m

)

L.D

.=

16

'-1

0"

(5

.1

3m

)

L.D

.=

16

'-1

0"

(5

.1

3m

)

L.D

.=

16

'-1

0"

(5

.1

3m

)

L.D

.=

16

'-1

0"

(5

.1

3m

)

L.D

.=

22

'-7

"

(6

.8

8m

)

L.D

.=

14

'-2

"

(5

.0

5m

)

SETBACK

SETBACK

SE

TB

AC

K

NEW 3 STOREY CONDOMINUM

FIRE ROUTE

FIR

E R

OU

TE

FIRE ROUTE

FIRE ROUTE

FH

2

8

3

' F

IR

E

H

Y

D

R

A

N

T

T

O

C

O

R

N

E

R

O

F

B

U

IL

D

IN

G

RETENTION

POND

DESIGN DATA TABLE

A BUILDING SHALL NOT BE LOCATED BENEATH EXISTING ABOVE GROUND

ELECTRICAL CONDUCTORS. WHERE A BUILDING IS TO BE CONSTRUCTED IN

PROXIMITY TO ABOVE GROUND ELECTRICAL CONDUCTORS, HORIZONTAL

CLEARANCES BETWEEN BUILDINGS AND CONDUCTORS SHALL COMPLY WITH

SUBSECTION 3.1.19 OF THE ONTARIO BUILDING CODE.

SITE LEGEND

NEW ASPHALT PAVING TYPE 'A'

NEW CONCRETE

ENTRY / EXIT

PARTIAL SITE PLAN

SferaARCHITECTURAL

ASSOCIATES INC.

ARCHITECTS

SITE PLAN

FIN. GROUND FLOOR

100'-0"

FIN. SECOND FLOOR

111'-2"

FIN. THIRD FLOOR

121-2"

TOP OF PRECAST PLANK

131'-0"

FIN. GROUND FLOOR

100'-0"

FIN. SECOND FLOOR

111'-2"

FIN. THIRD FLOOR

121-2"

TOP OF PRECAST PLANK

131'-0"

FIN. GROUND FLOOR

100'-0"

FIN. SECOND FLOOR

111'-2"

FIN. THIRD FLOOR

121-2"

TOP OF PRECAST PLANK

131'-0"

FIN. GROUND FLOOR

100'-0"

FIN. SECOND FLOOR

111'-2"

FIN. THIRD FLOOR

121-2"

TOP OF PRECAST PLANK

131'-0"

FIN. GROUND FLOOR

100'-0"

FIN. SECOND FLOOR

111'-2"

FIN. THIRD FLOOR

121-2"

TOP OF PRECAST PLANK

131'-0"

FIN. GROUND FLOOR

100'-0"

FIN. SECOND FLOOR

111'-2"

FIN. THIRD FLOOR

121-2"

TOP OF PRECAST PLANK

131'-0"

FIN. GROUND FLOOR

100'-0"

FIN. SECOND FLOOR

111'-2"

FIN. THIRD FLOOR

121-2"

TOP OF PRECAST PLANK

131'-0"

EXTERIOR FACADE LEGEND

EAST ELEVATION

WEST ELEVATION

NO

RT

H E

LE

VA

TIO

N

SO

UT

H E

LE

VA

TIO

N

C

AB

AB

D

SferaARCHITECTURAL

ASSOCIATES INC.

ARCHITECTS

MATCH LINE

WEST ELEVATIONSOUTH ELEVATION

MATCH LINE

NORTH ELEVATION EAST ELEVATION

KEY PLAN

ELEVATION C

ELEVATION A ELEVATION B

ELEVATION D