louis - pasteur private

TRANSITWAY

INV. = 64.49±INV. = 63.52±

EX. STMMHT/G=65.71

LOU

IS -

PA

STE

UR

PR

IVA

TE

NICHOLAS STREET

SAN INV = 61.65

T/WM = 65.80

2.3m - 200mmÏ PVCDR35 SAN @ 2.0%

CONNECT TO EXISTING 200mmÏ WATERMAIN BY CONTRACTOR.EXCAVATION, CONNECTIONS, INSTALLATION, BACKFILL ANDRESTORATION OF WATERMAIN BY THE CONTRACTOR.CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATIONOF EXISTING SEWERS, WATERMAIN AND UTILITIES. REPORTANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION.

PROPOSED STEM 6 - STOREY BUILDING

LEVEL 1 - FFE=70.65LEVEL 0 - FFE=66.54

LOW USF = 56.11

RD 19RD 22

RD 23RD 24

RD 18

RD 29RD 30RD 31

RD 10

RD 9

RD 11

RD 12RD 32 RD 33 RD 34

RD 16

RD 17

RD 5RD 4RD 3RD 2

RD 25

RD 1 RD 6

RD 7

RD 8

RD 13 RD 14 RD 15

RD 26 RD 27 RD 28

RD 20RD 21

0+00

RMM

X

SIA

ME

SE

X

X X

X

X

XXX

X

X

X

XX X X

X X X XX

XXX

X XX

X

X

X

XXX X

X

X

X

X

X

CB 3T/G=66.05INV=64.35

X

X

V&VB

X

X

c/w SAFETYLANDINGINV NW=63.03INV S=62.97

CBMH 2T/G=68.80

c/w SAFETY LANDINGINV=61.43

CBMH 7T/G=69.15

c/w SAFETY LANDINGINV NE=61.30

INV E=61.60 (x2)INV S=61.15

STM MH 3T/G=69.05

X

X

XX

XX

X X

XXSTM MH 2T/G=69.05

3.6m - 450mmÏ CONC 65-DCOMBINED SEWER @ 1.5%

26.5m - 300mmÏ CO

NC. 140-D

COMBI

NED S

EWER

@ 0

.5%

4.4m - 200mmÏ PVC DR35CB LEAD @ 1.0% (MIN).ROLL TEE AND USEELBOW AS REQUIRED TOMAKE DEEP CONNECTIONTO EXISTING SEWER.

6.0m - 450mmÏ PVC DR35COMBINED SEWER @ 1.0%

200m

mÏ PVC DR18 W

ATE

RMAIN

200mmÏ PVC DR18 WATERMAIN

TEE CONNECTION TO EXISTING 300mmÏ WATERMAIN BY CITYFORCES. EXCAVATION, INSTALLATION, BACKFILL ANDRESTORATION OF WATERMAIN BY THE CONTRACTOR.

CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATIONOF EXISTING SEWERS, WATERMAIN AND UTILITIES. REPORT

ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION.COORDINATE WORK WITH LRT PROJECT.

CONNECT TO EXISTING COMBINED MANHOLE. CONTRACTORTO CONFIRM EXACT LOCATION AND ELEVATION OFEXISTING SEWERS, MANHOLES, WATERMAIN AND UTILITIES.REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TOCONSTRUCTION. REINSTATE ALL DISTURBED AREAS .EXISTING 675mmÏ OUTLET SEWER INVERT = 61.94mÑPROPOSED 450mmÏ COMBINED SEWER INVERT = 62.50mÑ

INV N=62.61INV SW=63.30

INV SW=62.70 (DROP)INV SE=62.55

CBMH 1T/G=65.50

CONNECT TO EXISTING 250mmÏ COMBINED SEWER WITH NEWDOGHOUSE MANHOLE TO INTERCEPT FLOWS FROM THENORTH. CONTRACTOR TO CONFIRM EXACT LOCATION ANDELEVATION OF EXISTING SEWERS, AND UTILITIES. REPORT ANYDISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION.EXISTING 250mmÏ COMBINED SEWER INVERT=63.35mÑPROPOSED 450mmÏ COMBINED SEWER OUTLET=63.25mÑ

CONNECT TO EXISTING 150mmÏ SEWER WITH NEWDOGHOUSE MANHOLE TO INTERCEPT FLOWS FROM THE

NORTHWEST. CONTRACTOR TO CONFIRM EXACTLOCATION AND ELEVATION OF EXISTING SEWERS, ANDUTILITIES. REPORT ANY DISCREPANCIES TO ENGINEER

PRIOR TO CONSTRUCTION.EXISTING 150mmÏ SANITARY SEWER INVERT = 63.35mÑ

PROPOSED 300mmÏ COMBINED SEWER INVERT = 61.43mÑ

c/w SAFETYLANDING

INV N=61.09INV W=60.90Ñ

NEW SEWER TO CROSS BELOWRE-ALIGNED PEDESTRIAN

TUNNEL. PROVIDE MINIMUM 0.30mCLEARANCE BETWEEN U/S OF

TUNNEL AND OUTSIDE OF PIPE.

CONNECT TO EXISTING 525mmÏ COMBINED SEWER WITHNEW DOGHOUSE MANHOLE. CONTRACTOR TO CONFIRM

EXACT LOCATION AND ELEVATION OF EXISTING SEWERS,AND UTILITIES. REPORT ANY DISCREPANCIES TO

ENGINEER PRIOR TO CONSTRUCTION.EXISTING 525mmÏ COMBINED SEWER INVERT = 60.85mÑ

PROPOSED 300mmÏ COMBINED SEWER INVERT = 61.18mÑ

INTERCEPT EXISTING 150mmÏ SEWERFLOWS WITH NEW STORM SEWER.

PROVIDE 150mmÏ SERVICE TEE OR ELBOWAS REQUIRED TO SUIT SITE CONDITIONS.

CONTRACTOR TO MAINTAIN EXISTINGFLOWS DURING ALL PHASES OF

CONSTRUCTION.

CONTRACTOR TO MAINTAIN EXISTINGFLOWS DURING ALL PHASES OF

CONSTRUCTION.

INV W=64.00INV S=64.30Ñ

INV E=63.90

CBMH 5T/G=65.90

CONNECT TO EXISTING 150mmÏ SEWER WITH NEWDOGHOUSE CBMH TO INTERCEPT FLOWS FROM THESOUTH. CONTRACTOR TO CONFIRM EXACT LOCATIONAND ELEVATION OF EXISTING SEWERS, AND UTILITIES.REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TOCONSTRUCTION. EXISTING 150mmÏ SANITARY SEWERINVERT = 64.28mÑ

EXISTING GAS LINETO BE RE-ALIGNED

BY OTHERS

EXISTING GAS LINETO BE RE-ALIGNEDBY OTHERS

V&VB

X X

200mmÏ

PVC DR

18 WM

XXX

200mmÏ WATERMAIN TO CROSS BELOWSTORM SEWER. PROVIDE 0.5m

CLEARANCE BETWEEN OUTSIDE OF PIPES.

CAP AND ABANDON AND/ORREMOVE PORTION OFEXISTING STORM SEWER ASREQUIRED IN THE FIELD.

CAP AND REMOVE PORTIONOF EXISTING STORM SEWERTO THE EAST AS REQUIRED

IN THE FIELD.

EXISTING GAS LINETO BE RE-ALIGNEDBY OTHERS

71.0m - 450m

mÏ PVC DR35 COMBINED SEWER @

0.5%

NEW SEWER TO CROSSBELOW EXISTING TUNNEL

X X

0+25

0+50

0+75

0+100

0+126.8

INV N=64.30INV E=64.25

CBMH 6T/G=66.00

0+125

X

X

24.7m - 200mmÏ PVC DR35STORM SEWER @ 1.0%

V&VB

V&VB

V&VB

1+00

1+05.5

c/w SAFETY LANDINGINV N=63.46Ñ

INV SW=67.30INV SW=63.50(DROP)

INV SE=63.25

CBMH 3T/G=69.20

43.5m - 450mmÏ PVC DR35

COMBINED SEWER @ 0.5%

STM INV = 61.65

2.3m - 250mmÏ PVC DR35STORM SEWER @ 2.0%

TEMPORARILY CAP AND REMOVE PORTIONOF EXISTING 200mmÏ WATERMAIN ON SITE.

NEW WATERMAIN LOOP TO BE PROVIDEDON THE SOUTH SIDE OF MACDONALD

HALL/PROPOSED STEM BUIULDING.

CB 2T/G=69.15INV=67.45

14.2m - 200m

mÏ PVC DR

35

CB L

EAD

@ 1

.0%

(MIN

) CB 1T/G=68.80INV=67.10

3.8m - 200mmÏ PVC DR35CB LEAD @ 1.0% (MIN).ROLL TEE AND USEELBOW AS REQUIRED TOMAKE DEEP CONNECTION.

TEE

2.1m - 200mmÏ PVC DR35OVERFLOW PIPE @ 2.5%

INV=64.35

19.7m-300mmÏ PVC DR35

STORM SEWER @ 1.0%

INV W=63.70INV NE=63.67

CBMH 4T/G=65.90

36.6m - 300

mmÏ PVC

DR35

STORM SEWER @ 1.0%

RAISET/G=66.01

X

HYDT/FL=66.20

MAINTAIN EXISTING FLOWS FROMTHE NORTHWEST. EXACT ALIGNMENT

OF EXISTING SEWERS IS UNKNOWN.CONTRACTOR TO CONFIRM EXACT

ALIGNMENT OF SEWERS ANDCOORDINATE WITH CONSTRUCTION

OF PROPOSED MARION HALL TUNNELAND LRT WORK.

EXISTING 200mmÏ WATERMAIN TO BE BLANKED ATEXISTING 300mmÏ WATERMAIN BY CITY FORCES.

EXCAVATION, INSTALLATION, BACKFILL ANDRESTORATION OF WATERMAIN BY THE CONTRACTOR.

CONTRACTOR TO CONFIRM EXACT LOCATION ANDELEVATION OF EXISTING SEWERS, WATERMAIN AND

UTILITIES. REPORT ANY DISCREPANCIES TOENGINEER PRIOR TO CONSTRUCTION. COORDINATE

WORK WITH LRT PROJECT.

X

PROPOSED 200mmÏ WATERMAIN AND 300mmÏ STORMSEWER TO CROSS ABOVE EXISTING AND PROPOSEDTUNNELS. PROVIDE A MINIMUM OF 0.25m CLEARANCETO OUTSIDE OF PIPES.

CB 3T/G=68.50INV=66.80

3.0m - 200mmÏ PVC DR35 CB LEAD @ 1.0% (MIN).ROLL TEE AND USE ELBOW AS REQUIRED TO

MAKE DEEP CONNECTION.

CONNECT TO EXISTING 375mmÏ SEWERFROM ABOVE WITH ROLLED TEE.

CONTRACTOR TO CONFIRM EXACT LOCATIONAND ELEVATION OF EXISTING SEWERS, ANDUTILITIES. REPORT ANY DISCREPANCIES TO

ENGINEER PRIOR TO CONSTRUCTION.EXISTING 375mmÏ SEWER INVERT = 64.50mÑ

LIM

IT O

F P

RO

PO

SE

DTU

NN

EL

BE

LOW

LIMIT OF PROPOSEDTUNNEL BELOW

LEGEND

EXISTING UTILITY POLE C/W GUY WIRESEXISTING FENCE

DIRECTION OF FLOW

200mmÏ

V&VBPROPOSED WATERMAIN AND DIAMETER

PROPOSED SANITARY MANHOLE & SEWER

PROPOSED VALVE & VALVE BOX

EXISTING SANITARY MH

EXISTING STORM MHEXISTING CATCHBASIN

RMM PROPOSED WATER METER / REMOTE METER

PROPOSED CAP

EXISTING HYDRANT

PROPOSED CURB

EXISTING CURB

PROPOSED SIAMESE CONNECTION

EXISTING LIGHT STANDARD

SAN MH

EXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAIN

PROPOSED STORM MANHOLE & SEWERSTM MH

File

Loc

atio

n:

Last

Sav

e:20

/09/

2016

5:3

5:22

PM

M:\2

016\

1160

81\C

AD

\Des

ign\

1160

81-G

P.d

wg

The position of all pole lines, conduits,watermains, sewers and other undergroundand above ground utilities and structures isnot necessarily shown on the contractdrawings, and where shown, the accuracyof the position of such utilities andstructures is not guaranteed. Beforestarting work, determine the exact locationof all such utilities and structures andassume all liability for damage to them.

Engineers, Planners & Landscape Architects

Suite 200, 240 Michael Cowpland Drive

Ottawa, Ontario, Canada K2M 1P6

Telephone (613) 254-9643

Facsimile (613) 254-5867

Website www.novatech-eng.com

SEWER NOTES:1. SUPPLY AND CONSTRUCT ALL SEWERS AND APPURTENANCES IN ACCORDANCE WITH THE MOST CURRENT CITY OF

OTTAWA STANDARDS AND SPECIFICATIONS.

2. SPECIFICATIONS:ITEM SPEC. No. REFERENCESANITARY/STORM/CATCHBASIN MANHOLE (1200Ï) 701.010 OPSDSQUARE MANHOLE (1200mmx1200mm) M-CON (M-4) (OR APPROVED EQUIVALENT)COMBINED MANHOLE/CATCHBASIN MH BENCHING 701.021 OPSDSANITARY/STORM/CBMH FRAME AND COVER 401.010 OPSDCATCHBASIN (600x600) 705.010 OPSDCATCHBASIN FRAME AND COVER 400.020 OPSDSTORM SEWER PVC DR 35, CONC 65-D / 100-D / 140-DSANITARY SEWER PVC DR 35, CONC 65-D / 100-D / 140-D

SEWER TRENCH - BEDDING (GRANULAR 'A')COVER (GRANULAR 'A' OR GRANULAR 'B' TYPE I WITH MAXIMUM PARTICLE SIZE=25mm)

3. ALL BUILDING SERVICES ARE TO BE CONSTRUCTED TO 1.0m FROM THE FACE OF THE BUILDING AT A MINIMUM SLOPE OF1.0%.

4. ALL STORM AND SANITARY SERVICE LATERALS SHALL BE EQUIPPED WITH BACKFLOW PREVENTERS AS PER CITY OFOTTAWA STANDARD DETAILS S14 AND S14.1 OR S14.2.

5. ALL WEEPING TILE CONNECTIONS ARE TO BE MADE TO THE PROPOSED STORM SEWER SYSTEM DOWNSTREAM OF ANYINLET CONTROL DEVICES.

6. PIPE BEDDING, COVER AND BACKFILL ARE TO BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUMDRY DENSITY. THE USE OF CLEAR CRUSHED STONE AS A BEDDING LAYER SHALL NOT BE PERMITTED.

7. FLEXIBLE CONNECTIONS ARE REQUIRED FOR CONNECTING PIPES TO MANHOLES (FOR EXAMPLE KOR-N-SEAL, PSX:POSITIVE SEAL AND DURASEAL). THE CONCRETE CRADLE FOR THE PIPE CAN BE ELIMINATED.

8. ALL COMBINED MANHOLES AND CATCHBASIN MANHOLES ARE TO HAVE FULL HEIGHT BENCHING PER OPSD 701.021.

9. ALL STORM MANHOLES AND CATCHBASIN MANHOLES ARE TO HAVE 300mm SUMPS UNLESS OTHERWISE INDICATED. ALLCATCHBASINS ARE TO HAVE 600mm SUMPS UNLESS OTHERWISE INDICATED. ALL MANHOLES, CATCHBASIN MANHOLES ANDCATCHBASINS THAT ARE TO HAVE ICDs INSTALLED WITHIN THEM ARE TO HAVE 600mm SUMPS.

10. CONTRACTOR TO TELEVISE (CCTV) ALL PROPOSED SEWERS, 250mmÏ OR GREATER TO ENSURE THAT THEY ARE CLEANAND OPERATIONAL. UPON COMPLETION OF CONTRACT, THE CONTRACTOR IS RESPONSIBLE TO FLUSH AND CLEAN ALLSEWERS & APPURTENANCES.

11. THE OWNER SHALL REQUIRE THAT THE SITE SERVICING CONTRACTOR PERFORM FIELD TESTS FOR QUALITY CONTROL OFALL SANITARY SEWERS. LEAKAGE TESTING SHALL BE COMPLETED IN ACCORDANCE WITH OPSS 410.07.16, 410.07.16.04 AND407.07.24. DYE TESTING IS TO BE COMPLETED ON ALL SANITARY SERVICES TO CONFIRM PROPER CONNECTION TO THESANITARY SEWER MAIN. THE FIELD TESTS SHALL BE PERFORMED IN THE PRESENCE OF A CERTIFIED PROFESSIONALENGINEER WHO SHALL SUBMIT A CERTIFIED COPY OF THE TEST RESULTS.

12. CONTRACTOR TO PROVIDE THE CONSULTANT WITH A GENERAL PLAN OF SERVICES INDICATING ALL APPLICABLE SERVICINGAS-BUILT INFORMATION SHOWN ON THIS PLAN. AS-BUILT INFORMATION MUST INCLUDE: PIPE MATERIAL, SIZES, LENGTHS,SLOPES, INVERT AND T/G ELEVATIONS, STRUCTURE LOCATIONS AND ANY ALIGNMENT CHANGES, ETC.

WATERMAIN NOTES:1. SUPPLY AND CONSTRUCT ALL WATERMAIN AND APPURTENANCES IN ACCORDANCE WITH THE MOST CURRENT CITY OF

OTTAWA STANDARDS AND SPECIFICATIONS.

2. SPECIFICATIONS:ITEM SPEC. No. REFERENCEWATERMAIN TRENCHING W17 CITY OF OTTAWATHERMAL INSULATION IN SHALLOW TRENCHES W22 CITY OF OTTAWATHERMAL INSULATION BY OPEN STRUCTURES W23 CITY OF OTTAWAWATERMAIN CROSSING BELOW SEWERS W25 CITY OF OTTAWAWATERMAIN PVC DR 18

3. EXCAVATION, INSTALLATION, BACKFILL AND RESTORATION OF WATERMAIN SHALL BE BY THE CONTRACTOR. ALLSHUT-OFFS, BLANKINGS, CONNECTIONS AND CHLORINATION TO THE MUNICIPAL WATER SYSTEM WITHIN CITYRIGHT-OF-WAYS SHALL BE PERFORMED BY CITY FORCES. ALL SHUT-OFFS, BLANKINGS, CONNECTIONS AND CHLORINATIONTO EXISTING WATER SYSTEMS ON PRIVATE PROPERTY SHALL BE PERFORMED BY THE CONTRACTOR.

4. WATERMAIN SHALL BE MINIMUM 2.4m DEPTH BELOW GRADE UNLESS OTHERWISE INDICATED.

5. PROVIDE MINIMUM 0.5m CLEARANCE BETWEEN OUTSIDE OF PIPES AT ALL CROSSINGS.

6. WATER SERVICE IS TO BE CONSTRUCTED TO WITHIN 1.0m OF FOUNDATION WALL AND CAPPED, UNLESS OTHERWISEINDICATED.

PROPOSED CATCHBASIN & LEADCB

PROPOSED ROOF DRAINRD

EXISTING GAS

EXISTING OVERHEADUITILITY WIRES

EXISTING U/G HYDRO* REFER TO THE 'DEVELOPMENT SERVICING STUDY AND STORMWATER MANAGEMENT REPORT' (R-2016-072) PREPARED BY

NOVATECH FOR DRAINAGE AREA IDENTIFIERS AND STORMWATER MANAGEMENT DETAILS.

**ALL CONTROLLED FLOW ROOF DRAINS FOR THE PROPOSED BUILDING TO BE WATTS ADJUSTABLE ACCUTROL ROOF DRAINS.

10 cm

ROOF DRAIN TABLE - AREA Y3 (ROOF DRAINS 1 to 34)AREA ID * ROOF DRAIN

WEIR SETTING

CLOSED 7 cm

1:5 YEARRELEASE RATE

1:100 YEARRELEASE RATE

APPROX. 5 YRPONDING DEPTH

APPROX. 100 YRPONDING DEPTH

10 cm7 cmCLOSED

ROOF DRAIN No.(WATTS MODEL)

RD 14 (RD-100-A-ADJ)RD 15 (RD-100-A-ADJ)

GENERAL NOTES:1. COORDINATE AND SCHEDULE ALL WORK WITH OTHER TRADES AND CONTRACTORS.

2. DETERMINE THE EXACT LOCATION, SIZE, MATERIAL AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCINGCONSTRUCTION. PROTECT AND ASSUME RESPONSIBILITY FOR ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ONTHIS DRAWING.

3. OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE CITY OF OTTAWA BEFORE COMMENCING CONSTRUCTION.

4. BEFORE COMMENCING CONSTRUCTION OBTAIN AND PROVIDE PROOF OF COMPREHENSIVE, ALL RISK AND OPERATIONALLIABILITY INSURANCE FOR $5,000,000.00. INSURANCE POLICY TO NAME OWNERS, ENGINEERS AND ARCHITECTS ASCO-INSURED.

5. RESTORE ALL DISTURBED AREAS ON-SITE AND OFF-SITE, INCLUDING TRENCHES AND SURFACES ON PUBLIC ROADALLOWANCES TO EXISTING CONDITIONS OR BETTER TO THE SATISFACTION OF THE UNIVERSITY AND ENGINEER.

6. REMOVE FROM SITE ALL EXCESS EXCAVATED MATERIAL, ORGANIC MATERIAL AND DEBRIS UNLESS OTHERWISEINSTRUCTED BY ENGINEER. EXCAVATE AND REMOVE FROM SITE ANY CONTAMINATED MATERIAL. ALL CONTAMINATEDMATERIAL SHALL BE DISPOSED OF AT A LICENSED LANDFILL FACILITY.

7. ALL ELEVATIONS ARE GEODETIC. REFER TO THE SITE BENCHMARKS AS INDICATED ON THIS PLAN.

8. REFER TO GEOTECHNICAL REPORT FOR SUBSURFACE CONDITIONS, CONSTRUCTION RECOMMENDATIONS, ANDGEOTECHNICAL INSPECTION REQUIREMENTS. THE GEOTECHNICAL CONSULTANT IS TO REVIEW ON-SITE CONDITIONSAFTER EXCAVATION AND PRIOR TO THE PLACEMENT OF THE GRANULAR MATERIAL.

9. REFER TO THE ARCHITECT'S AND LANDSCAPE ARCHITECT'S DRAWINGS FOR BUILDING AND HARD SURFACE AREAS ANDDIMENSIONS.

10. REFER TO THE 'DEVELOPMENT SERVICING STUDY AND STORMWATER MANAGEMENT REPORT' (R-2016-072) PREPARED BYNOVATECH.

11. SAW CUT AND KEY-GRIND ASPHALT AT ALL ROAD CUTS AND ASPHALT TIE IN POINTS AS PER CITY OF OTTAWA STANDARDS(R10).

DESCRIPTIONSTATION

200mmÏ WATERMAIN TABLE

CONNECT TO EX. 200mmÏ WATERMAIN

T/WMELEVATION

SURFACEELEVATION

0+000

0+002.0

0+113.4 CROSS BELOW EX. GAS (Ñ1.4m CLEARANCE)

0+126.8 CONNECT TO EX. 300mmÏ WATERMAIN WITH TEE

EXACT WATERMAIN ELEVATION TO BE FIELD DETERMINED AT CONNECTION LOCATIONS.

10 cm7 cmCLOSEDRD 16 (RD-100-A-ADJ)10 cm7 cmRD 17 (RD-100-A-ADJ)14 cm11 cmCLOSEDRD 18 (RD-100-A-ADJ)11 cm7 cmCLOSEDRD 19 (RD-100-A-ADJ)

15 cm11 cmCLOSEDRD 27 (RD-100-A-ADJ)15 cm11 cmCLOSEDRD 28 (RD-100-A-ADJ)14 cm11 cmCLOSEDRD 29 (RD-100-A-ADJ)14 cm11 cmRD 30 (RD-100-A-ADJ)14 cm11 cmCLOSEDRD 31 (RD-100-A-ADJ)14 cm10 cmCLOSEDRD 32 (RD-100-A-ADJ)

14 cm10 cmCLOSEDRD 34 (RD-100-A-ADJ)

BENCHMARK INFORMATION:1. ELEVATIONS ARE GEODETIC AND ARE REFERRED TO CITY OF OTTAWA CONTROL MONUMENT No.70U-217, INDEX

No.273, A BRASS TABLET IN THE NORTH WALL OF UNIVERSITY OF OTTAWA GENDRON HALL, #30 MARIE CURIESTREET, HAVING AN ELEVATION OF 70.286m.

X REMOVAL OF EXISTING INFRASTRUCTURE

BUILDING ENTRANCE / EXIT

NORTH BLOCK

SOUTH BLOCK

ATRIUM

PODIUM

SHEET NUMBER

TITLEApproved

Checked

Drawn

Job Number

ISSUE CHART

15 234

A

D

B

C

CONSULTANTS

KEYPLAN

PROJECT

15 234

A

D

B

C

C-01

SITE SERVICINGPLAN

FST

SM

441626

FST

SCIENCE, TECHNOLOGY,ENGINEERING &

MATHEMATICSCOMPLEX

Novatech Project No.: 116081

150 LOUIS PASTEURPRIVATE, OTTAWA, K1N 6N5

UNIVERSITY OF OTTAWA

SCHE

MATI

C DE

SIGN

485 Bank Street, Suite 204Ontario, Ottawa

Canada K2P 1Z2t 613.563.2500f 613.563.7281

www.perkinswill.com

MARK ISSUE DATE

0+004.1

0+039.3 45Á HORIZONTAL BEND

0+042.5 22.25Á HORIZONTAL BEND

0+078.5

CROSS ABOVE EX. PEDESTRIAN TUNNEL (Ñ0.5m CLEARANCE)

0+046.9 CROSS ABOVE EX. 1830 COMBINED SEWER (Ñ4.2m CLEARANCE)

0+050 - - -

0+054.5 22.25Á HORIZONTAL BEND

0+051.6 CROSS ABOVE EX. 1830 COMBINED SEWER (Ñ4.2m CLEARANCE)

0+058.3 CROSS ABOVE NEW PEDESTRIAN TUNNEL (Ñ0.25m CLEARANCE)

0+061.8 CROSS ABOVE NEW PEDESTRIAN TUNNEL (Ñ0.25m CLEARANCE)

0+070.5

200mmÏ V&VB

0+074.2

150mmÏ FIRE HYDRANT TEE0+079.5

CROSS ABOVE EX. PEDESTRIAN TUNNEL (Ñ0.5m CLEARANCE)

0+075

0+085.6 22.25Á HORIZONTAL BEND

0+095.4 CROSS BELOW EX. 1800 STM SEWER (Ñ0.25m CLEARANCE)

0+100.0 CROSS BELOW EX. 1800 STM SEWER (Ñ0.25m CLEARANCE)

- - -

0+107.0

0+117.7 CROSS BELOW RETAINING WALL

0+025 - - -

0+124.9 200mmÏ V&VB @ PROPERTY LINE

12 cmCLOSED 8 cmY3.1 0.76 L/s13 cm9 cmCLOSED

RD 1 (RD-100-A-ADJ)RD 2 (RD-100-A-ADJ)

13 cm9 cmCLOSEDRD 3 (RD-100-A-ADJ)13 cm9 cmRD 4 (RD-100-A-ADJ)13 cm9 cmCLOSEDRD 5 (RD-100-A-ADJ)11 cm7 cmCLOSEDRD 6 (RD-100-A-ADJ)13 cm10 cmCLOSEDRD 7 (RD-100-A-ADJ)13 cm10 cmCLOSEDRD 8 (RD-100-A-ADJ)13 cm9 cmCLOSEDRD 9 (RD-100-A-ADJ)13 cm9 cmRD 10 (RD-100-A-ADJ)14 cm11 cmCLOSEDRD 11 (RD-100-A-ADJ)14 cm11 cmCLOSEDRD 12 (RD-100-A-ADJ)10 cm7 cmCLOSEDRD 13 (RD-100-A-ADJ)

13 cm9 cmCLOSEDRD 20 (RD-100-A-ADJ)13 cm9 cmCLOSEDRD 21 (RD-100-A-ADJ)13 cm9 cmCLOSEDRD 22 (RD-100-A-ADJ)13 cm9 cmRD 23 (RD-100-A-ADJ)10 cm6 cmCLOSEDRD 24 (RD-100-A-ADJ)12 cm8 cmCLOSEDRD 25 (RD-100-A-ADJ)15 cm11 cmCLOSEDRD 26 (RD-100-A-ADJ)

14 cm10 cmCLOSEDRD 33 (RD-100-A-ADJ)

68.08 65.50Ñ

200mmÏ TEE (0+002.0)1+00

1+02.0

CAP 1.0m FROM BUILDING FACE

1+04.8

45Á HORIZONTAL BEND

1+05.5

45Á HORIZONTAL BEND

CLOSED

CLOSED

CLOSED

CLOSED

CLOSED

Y3.2Y3.2Y3.2Y3.2Y3.3Y3.4Y3.5Y3.6Y3.7Y3.8Y3.8Y3.9Y3.9Y3.9Y3.10Y3.10Y3.11Y3.12Y3.13Y3.13Y3.13Y3.13Y3.14Y3.15Y3.16Y3.16Y3.16Y3.17Y3.17Y3.17Y3.18Y3.18Y3.18

0.76 L/s0.76 L/s0.76 L/s

0.76 L/s0.76 L/s0.76 L/s0.76 L/s

0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s0.76 L/s 0.76 L/s

1 ISSUED FOR SITE PLAN APPROVAL SEPT. 20, 2016

0+001.1 200mmÏ V&VB65.50

200mmÏ TEE (1+00)

200mmÏ V&VB

CROSS BELOW NEW 300 STM SEWER (Ñ0.6m CLEARANCE)

68.10

65.5068.12

65.5068.05

64.1366.53

63.3065.70

63.2865.68

63.4065.80

63.5065.85

63.6065.90

63.7065.92

63.8566.10

63.8566.17

63.8066.15

63.8066.12

63.8066.12

63.8066.20

63.8266.22

63.8266.22

63.2566.05

63.2566.05

63.5066.25

63.8066.20

63.8066.20

64.6067.30

64.8067.20

65.5068.12

65.6068.20

65.7568.28

65.8068.301 : 200 80 42 6

PROVIDE THERMAL INSULATION AS PER CITY OF OTTAWA DETAIL W23 AND DETAILW22 WHERE COVER IS LESS THAN 2.4m AND/OR ADJACENT TO OPEN STRUCTURES.