3.0m 5.7m PL to Bldg 5.5m 2.0m 2.0m1.5m2
1
69 70 71 72 73 74 75 76 77 78 79 80 81 68 69 70 71 72 73 74 75 76 77 78 79 80 81 EXISTING ELEVATION STORM SEWER INVERTS SANITARY SEWER INVERTS CHAINAGE 85.06 72.92 72.23 72.29 70.28 0+000 0+025 0+050 0+075 0+090 PROVIDE ONE ALUMINIUM SAFETY PLATFORM INSIDE THE MAINTENANCE HOLE AS PER OPSD 404.02 100mm THICK HI-40 INSULATION SE (DROP) =70.98 15.95m - 200mmØ SAN @ 1.0% 15.09m - 200mmØ SAN @ 2.6% 8.15m - 200mmØ SAN @ 6.0% 28.06m - 200mmØ SAN @ 1.0% SE (DROP) =70.98 PROVIDE EXTERNAL DROP PIPE AS PER OPSD 1003.020 PROVIDE 11.0m - 500mmØ STEEL SLEEVE EXISTING CONCRETE RETAINING WALL EXISTING STONE RETAINING WALL NW=70.95 E=74.81 0+019.75 SANMH NE=70.06 SE=70.55 0+035.15 SANMH NE=69.89 SW=69.90 0+052.62 SANMH SW=69.61 N=69.56 S=69.57 0+080.68 SANMH SANMH 1 T/G=72.04 SANMH 2 T/G=71.95 SANMH 3 T/G=72.40 SANMH 4 T/G=76.97 NE=69.42 S=69.50 0+086.16 SANMH SANMH EX T/G=70.54 5.85m - 250mØ COMB @ 1.0% 4.45m - 250mØ STM @ 1.0% SAN CAP INV.=75.30 EX 250mmØ COMBINED OUTLET SEWER EX 150mmØ SANITARY SEWER P L P L SW=69.68 NE=69.67 0+076.61 STMMH 22.56m - 250mmØ STM @1.0% SW=69.92 NE=69.91 0+054.06 STMMH 18.96m - 250mmØ STM @1.0% SE=70.48 NE=70.11 0+035.89 STMMH E=74.60 NW=70.95 0+020.86 STMMH 21.15m - 250mmØ STM @6.0% 15.70m - 250mmØ STM @3.0% STMMH 4 T/G=76.45 STMMH 3 T/G=72.32 STMMH 2 T/G=71.92 STMMH 1 T/G=72.20 LEVEL 00=79.45m LOW USF=77.45m USF=VARIES CAP=75.30 PROPOSED BUILDING SANITARY SERVICE ICD X X X X X X RD 4 00 2.0m 1.5m 2.0m 5.5m 2.0m 8.2m-200mmØ SAN @ 6.0% 15.1m-200mmØ SAN @ 2.6% 15.9m-200mmØ SAN @ 1.0% SANMH 4 T/G=76.97 INV.NW=70.95 INV.E=74.81 SANMH 3 T/G=72.34 INV.NE=70.06 INV.SE=70.55 SAN INV.=75.30 STMMH Proposed Storm Sewer-74 T/G=??? INV.W=75.87 STMMH 4 T/G=76.45 INV.NW=70.95 INV.E=74.60 21.2m-250mmØ STM @ 6.0% STMMH 3 T/G=72.32 INV.NE=70.11 INV.SE=70.48 15.7m-250mmØ STM @ 3.0% 19.0m-250mmØ STM @ 1.0% INV.SE (DROP) =70.98 INV.SE(DROP)=70.98 REINSTATE ALL D TO EXISTING C BETTER, TO THE THE ENGINEER REINSTATE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER, TO THE SATISFACTION OF THE ENGINEER AND THE OWNER MAINTAIN AND PROTECT ALL EXISTING MUNICIPAL INFRASTRUCTURE WITHIN THE R.O.W. AT ALL TIMES PROPOSED SERVICING EASEMENT 0+090 0+050 2.0m 1.5m 2.0m 5.5m 5.7m PL to Bldg .1m-200mmØ SAN @ 2.6% 15.9m-200mmØ SAN @ 1.0% 28.1m-200mmØ SAN @ -1.0% SANMH 3 T/G=72.34 INV.NE=70.06 INV.SE=70.55 SANMH 2 T/G=72.04 INV.NE=69.89 INV.SW=69.90 SANMH 1 T/G=72.16 INV.SW=69.61 INV.N=69.56 INV.S=69.57 5.9m-250mØ COMB @ 1.03% 4.5m-250mØ STM @ 1.0% 3.0m STMMH 3 T/G=72.32 INV.NE=70.11 INV.SE=70.48 15.7m-250mmØ STM @ 3.0% STMMH 2 T/G=71.82 INV.NE=69.91 INV.SW=69.92 19.0m-250mmØ STM @ 1.0% STMMH 1 T/G=71.96 INV.NE=69.67 INV.SW=69.68 22.6m-250mmØ STM @ 1.0% PROVIDE 100mm THICK HI-40 INSULATION REINSTATE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER, TO THE SATISFACTION OF THE ENGINEER AND THE OWNER (250Ø COMB.) (250Ø STORM) (200Ø SAN) INV.S=69.57 (150Ø EX. SAN) PROVIDE 45° LONG RADIUS BEND 5.9m - 250mmØ PVC DR35 COMBINED @ 1.0% CONNECT TO EXISTING COMBINED MANHOLE WITH NEW 250mmØ PVC SEWER FROM THE SOUTH. EXISTING INVERT=69.50±. PROPOSED INVERT AT CONNECTION=69.50±. MAINTAIN AND PROTECT EXISTING STRUCTURE AND THE COMBINED OUTLET SEWER TO THE NORTH-EAST. CONTRACTOR TO CONFIRM EXACT ELEVATION OF SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ROAD CUT REINSTATEMENT AS PER CITY OF OTTAWA STANDARD R10. CONNECT TO EXISTING 150mmØ PVC SANITARY SEWER WITH SAN MH 1. EXISTING INVERT=69.57±. MAINTAIN AND PROTECT EXISTING SANITARY SERVICE TO THE SOUTH. CONTRACTOR TO CONFIRM EXACT ELEVATION OF SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. MAINTAIN AND PROTECT ALL EXISTING MUNICIPAL INFRASTRUCTURE WITHIN THE R.O.W. AT ALL TIMES MAINTAIN AND PROTECT ALL EXISTING MUNICIPAL INFRASTRUCTURE WITHIN THE R.O.W. AT ALL TIMES NFRASTRUCTURE WITHIN THE R.O.W. AT ALL TIMES PROPOSED SERVICING EASEMENT PROPOSED SERVICING EASEMENT ROPOSED SERVICING EASEMENT OUTLET SEWER PLAN AND PROFILE CITY OF OTTAWA 593 LAURIER AVENUE / 140 BRONSON AVENUE 119019 REV # 1 119019-P1 MS MS BF MS MS M:\2019\119019\CAD\Design\119019-PP.dwg, PP, Dec 06, 2019 - 2:24pm, smatthews PLANA1.DWG - 841mmx594mm NOTE: THE POSITION OF ALL POLE LINES, CONDUITS, WATERMAINS, SEWERS AND OTHER UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS, AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED. BEFORE STARTING WORK, DETERMINE THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND ASSUME ALL LIABILITY FOR DAMAGE TO THEM. PROJECT No. REV DRAWING No. DRAWING NAME LOCATION No. REVISION DATE BY FOR REVIEW ONLY SCALE APPROVED CHECKED DRAWN CHECKED DESIGN E n g i n e e r s , P l a n n e r s & L a n d s c a p e A r c h i t e c t s S u i t e 2 0 0 , 2 4 0 M i c h a e l C o w p l a n d D r i v e Ottawa, Ontario, Canada K2M 1P6 T e l e p h o n e ( 6 1 3 ) 2 5 4 - 9 6 4 3 F a c s i m i l e ( 6 1 3 ) 2 5 4 - 5 8 6 7 W e b s i t e w w w . n o v a t e c h - e n g . c o m N.T.S. KEY PLAN 6 0 1:150 4 2 SEE ADJACENT FOR CONTINUATION STA 0+029 STA 0+060 SITE COMMISSIONER LORNE AV ST BOOTH ST BROAD ST FLEET ST WELLINGTON ST ALBERT ST COOPER ST GLOUCESTER ST LAURIER AV LISGAR ST LYON ST N NEPEAN ST SLATER ST SOMERSET ST ARTHUR ST BRONSON AV CAMBRIDGE ST N EMPRESS BRICKHILL PERKINS PRIMROSE AV ST EMPRESS AV AV ST QUEEN ST BAY ST PERCY ST GILMOUR ST MACLAREN ST LETT ST LLOYD ST WELLINGTON ST MH-COMB EXISTING COMBINED MH & SEWER PROPOSED SANITARY MANHOLE AND SEWER LEGEND SAN MH PROPOSED STORM MANHOLE AND SEWER STM MH 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. REFERENCE STORM / SANITARY MANHOLE (1200mmØ) 701.010 OPSD STORM / SANITARY MH FRAME & COVER 401.010 OPSD WATERTIGHT MH FRAME AND COVER 401.030 OPSD SEWER TRENCH S6 CITY OF OTTAWA SANITARY / STORM SEWER PVC DR 35 3. ALL STORM AND SANITARY SERVICE LATERALS SHALL BE EQUIPPED WITH BACKFLOW PREVENTION DEVICES AS PER THE CITY OF OTTAWA STANDARD DETAILS S14 AND S14.1 OR S14.2. 4. INSULATE ALL PIPES (SAN/STM) THAT HAVE LESS THAN 1.5m COVER WITH HI-40 INSULATION PER INSULATION DETAIL FOR SHALLOW SEWERS. PROVIDE 150mm CLEARANCE BETWEEN PIPE AND INSULATION. 5. SERVICES ARE TO BE CONSTRUCTED TO 1.0m FROM FACE OF BUILDING AT A MINIMUM SLOPE OF 1.0%. 6. PIPE BEDDING, COVER AND BACKFILL ARE TO BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY 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. THE OWNER SHALL REQUIRE THAT THE SITE SERVICING CONTRACTOR PERFORM FIELD TESTS FOR QUALITY CONTROL OF ALL SANITARY SEWERS. LEAKAGE TESTING SHALL BE COMPLETED IN ACCORDANCE WITH OPSS 410.07.16, 410.07.16.04 AND 407.07.24. DYE TESTING IS TO BE COMPLETED ON ALL SANITARY SERVICES TO CONFIRM PROPER CONNECTION TO THE SANITARY SEWER MAIN. THE FIELD TESTS SHALL BE PERFORMED IN THE PRESENCE OF A CERTIFIED PROFESSIONAL ENGINEER WHO SHALL SUBMIT A CERTIFIED COPY OF THE TEST RESULTS. 9. ALL STORM MANHOLES AND CATCHBASIN MANHOLES ARE TO HAVE 300mm SUMPS UNLESS OTHERWISE INDICATED. ALL CATCHBASINS ARE TO HAVE 600mm SUMPS UNLESS OTHERWISE INDICATED. 10. ALL CATCHBASINS, MANHOLES AND/OR CATCHBASIN MANHOLES THAT ARE TO HAVE ICD's INSTALLED WITHIN THEM ARE TO HAVE 600mm SUMPS. 11. ALL WEEPING TILE CONNECTIONS TO BE MADE TO THE PROPOSED STORM SEWER SYSTEM DOWNSTREAM OF ANY INLET CONTROL DEVICES. 12. THE CONTRACTOR IS TO TELEVISE (CCTV) ALL PROPOSED SEWERS, 200mmØ OR GREATER PRIOR TO BASE COURSE ASPHALT. UPON COMPLETION OF CONTRACT, THE CONTRACTOR IS RESPONSIBLE TO FLUSH AND CLEAN ALL SEWERS & APPURTENANCES. 13. CONTRACTOR TO PROVIDE THE CONSULTANT WITH A PLAN AND PROFILE DRAWING INDICATING ALL APPLICABLE SERVICING AS-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. 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 COMMENCING CONSTRUCTION. PROTECT AND ASSUME RESPONSIBILITY FOR ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THIS 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 OPERATIONAL LIABILITY INSURANCE FOR $5,000,000.00. INSURANCE POLICY TO NAME OWNERS, ENGINEERS AND ARCHITECTS AS CO-INSURED. 5. RESTORE ALL DISTURBED AREAS ON-SITE AND OFF-SITE, INCLUDING TRENCHES AND SURFACES ON PUBLIC ROAD ALLOWANCES TO EXISTING CONDITIONS OR BETTER TO THE SATISFACTION OF THE CITY OF OTTAWA AND ENGINEER. 6. REMOVE FROM SITE ALL EXCESS EXCAVATED MATERIAL, ORGANIC MATERIAL AND DEBRIS UNLESS OTHERWISE INSTRUCTED BY ENGINEER. EXCAVATE AND REMOVE FROM SITE ANY CONTAMINATED MATERIAL. ALL CONTAMINATED MATERIAL SHALL BE DISPOSED OF AT A LICENSED LANDFILL FACILITY. 7. ALL ELEVATIONS ARE GEODETIC. 8. REFE R TO GEOTECHNICAL REPORT (No. 190227, DATED JUNE, 2019), PREPARED BY LRL ENGINEERING FOR SUBSURFACE CONDITIONS, CONSTRUCTION RECOMMENDATIONS, AND GEOTECHNICAL INSPECTION REQUIRE MENTS. THE GEOTECHNICAL CONSULTANT IS TO REVIEW ON-SITE CONDITIONS AFTER EXCAVATION PRIOR TO PLACEMENT OF THE GRANULAR MATERIAL. 9. REFER TO ARCHITECT'S AND LANDSCAPE ARCHITECT'S DRAWINGS FOR BUILDING AND HARD SURFACE AREAS AND DIMENSIONS. 10. REFER TO DEVELOPMENT SERVICING & STORMWATER MANAGEMENT REPORT (R-2019-193) PREPARED BY NOVATECH. 11. SAW CUT AND KEY GRIND ASPHALT AT ALL ROAD CUTS AND ASPHALT TIE IN POINTS AS PER CITY OF OTTAWA STANDARDS (R10). 3 0 1:75 2 1 D07-12-19-____ CITY PLAN #_______-P1 REFER TO PLAN 119019-GP FOR CONTINUATION OF ON-SITE SEWERS SEE ADJACENT FOR CONTINUATION 1 ISSUED FOR SITE PLAN APPROVAL DEC 9/19 MS EXISTING CONCRETE CURB EXISTING HYDRANT & VALVE HYD V&VB EXISTING UTILITY POLE EX UP EXISTING FENCE EXISTING TREES / VEGETATION 300mmØ WM SANMH EXISTING SANITARY MANHOLE & SEWER EXISTING WATERMAIN EXISTING HYDRANT HYD EXISTING OVERHEAD WIRES REFER TO PLAN 119019-GP FOR DETAILS OF ON-SITE SEWERS 593 LAURIER AVENUE WEST 140 BRONSON AVENUE 140 BRONSON AVENUE OWNER INFORMATION ALEXANDER FLECK HOUSE INC. 250 STE ANNE AVENUE, OTTAWA, ONTARIO, K1L 7C4 DENIS MICHAUD PHONE: (613) 402-2855 [email protected]
Transcript of 3.0m 5.7m PL to Bldg 5.5m 2.0m 2.0m1.5m2
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EXISTINGELEVATION
STORMSEWER
INVERTS
SANITARYSEWER
INVERTS
CHAINAGE
85.0
6
72.9
2
72.2
3
72.2
9
70.2
8
0+00
0
0+02
5
0+05
0
0+07
5
0+09
0
PROVIDE ONE ALUMINIUM SAFETYPLATFORM INSIDE THE MAINTENANCEHOLE AS PER OPSD 404.02
100mm THICKHI-40 INSULATION
SE
(DR
OP
)=7
0.98 15.95m - 200mmØ SAN @ 1.0%15.09m - 200mmØ SAN @ 2.6%8.15m - 200mmØ SAN @ 6.0% 28.06m - 200mmØ SAN @ 1.0%
SE
(DR
OP
)=7
0.98
PROVIDE EXTERNALDROP PIPE AS PER
OPSD 1003.020
PROVIDE 11.0m -500mmØ STEEL SLEEVE
EXISTING CONCRETERETAINING WALL
EXISTING STONERETAINING WALL
NW
=70.
95E
=74.
810+
019.
75 S
AN
MH
NE
=70.
06S
E=7
0.55
0+03
5.15
SA
NM
H
NE
=69.
89S
W=6
9.90
0+05
2.62
SA
NM
H
SW
=69.
61N
=69.
56S
=69.
570+
080.
68 S
AN
MH
SA
NM
H 1
T/G
=72.
04
SA
NM
H 2
T/G
=71.
95
SA
NM
H 3
T/G
=72.
40
SA
NM
H 4
T/G
=76.
97
NE
=69.
42S
=69.
500+
086.
16 S
AN
MH
SA
NM
H E
XT/
G=7
0.54
5.85m - 250mØCOMB @ 1.0%
4.45m - 250mØSTM @ 1.0%
SAN CAPINV.=75.30
EX 250mmØCOMBINEDOUTLETSEWER
EX 150mmØSANITARYSEWER
PL
PL
SW
=69.
68N
E=6
9.67
0+07
6.61
STM
MH
22.56m -250mmØ STM
@1.0%
SW
=69.
92N
E=6
9.91
0+05
4.06
STM
MH
18.96m -250mmØ STM
@1.0%
SE
=70.
48N
E=7
0.11
0+03
5.89
STM
MH
E=7
4.60
NW
=70.
950+
020.
86 S
TMM
H
21.15m -250mmØ STM
@6.0%
15.70m -250mmØ STM
@3.0%
STM
MH
4T/
G=7
6.45
STM
MH
3T/
G=7
2.32
STM
MH
2T/
G=7
1.92
STM
MH
1T/
G=7
2.20
LEVEL 00=79.45m
LOW USF=77.45m
USF=VARIES
CA
P=7
5.30
PROPOSED BUILDING
SA
NIT
AR
YS
ER
VIC
E
ICD
X
X
X
X
X
X
RD 4
0+000
2.0m1.5m
2.0m
5.5m
2.0m
8.2m-200mmØ SAN @ 6.0% 15.1m-200mmØ SAN @ 2.6%
15.9
m-2
00m
mØ
SA
N @
1.0
%
SANMH 4T/G=76.97INV.NW=70.95INV.E=74.81
SANMH 3T/G=72.34
INV.NE=70.06INV.SE=70.55
SAN INV.=75.30
STMMH Proposed Storm Sewer-74T/G=???INV.W=75.87
STMMH 4T/G=76.45
INV.NW=70.95INV.E=74.60
21.2m-250mmØ STM @ 6.0%
STMMH 3T/G=72.32
INV.NE=70.11INV.SE=70.48
15.7m-250mmØ STM @ 3.0%
19.0
m-2
50m
mØ
STM
@ 1
.0%INV.SE (DROP)
=70.98
INV.SE(DROP)=70.98
RE
INS
TATE
ALL D
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RB
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AR
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ISTIN
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ON
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OR
BE
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ATIS
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OW
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R
REINSTATE ALL DISTURBED AREASTO EXISTING CONDITIONS OR
BETTER, TO THE SATISFACTION OFTHE ENGINEER AND THE OWNER
MAINTAIN AND PROTECT ALL EXISTINGMUNICIPAL INFRASTRUCTURE WITHIN
THE R.O.W. AT ALL TIMES
PROPOSED SERVICINGEASEMENT
0+09
0
0+050
2.0m1.5m2.0m
5.5m
5.7m PL to Bldg
15.1
m-2
00m
mØ
SA
N @
2.6
%
15.9m-200mmØ SAN @ 1.0%28.1m-200mmØ SAN @ -1.0%
SANMH 3T/G=72.34INV.NE=70.06INV.SE=70.55
SANMH 2T/G=72.04
INV.NE=69.89INV.SW=69.90 SANMH 1
T/G=72.16INV.SW=69.61INV.N=69.56INV.S=69.57
5.9m-250mØCOMB @ 1.03%4.5m-250mØ STM@ 1.0% 3.0m
STMMH 3T/G=72.32
INV.NE=70.11INV.SE=70.48
15.7
m-2
50m
mØ
STM
@ 3
.0%
STMMH 2T/G=71.82
INV.NE=69.91INV.SW=69.92
19.0m-250mmØ STM @ 1.0% STMMH 1T/G=71.96
INV.NE=69.67INV.SW=69.68
22.6m-250mmØ STM @ 1.0%
PROVIDE 100mm THICKHI-40 INSULATION
REINSTATE ALL DISTURBED AREASTO EXISTING CONDITIONS OR
BETTER, TO THE SATISFACTION OFTHE ENGINEER AND THE OWNER
(250Ø COMB.) (250Ø STORM) (200Ø SAN)INV.S=69.57 (150Ø EX. SAN)
PROVIDE 45° LONGRADIUS BEND
5.9m - 250mmØ PVCDR35 COMBINED @ 1.0%
CONNECT TO EXISTING COMBINED MANHOLE WITH NEW 250mmØ PVC SEWER FROMTHE SOUTH. EXISTING INVERT=69.50±. PROPOSED INVERT AT CONNECTION=69.50±.
MAINTAIN AND PROTECT EXISTING STRUCTURE AND THE COMBINED OUTLETSEWER TO THE NORTH-EAST. CONTRACTOR TO CONFIRM EXACT ELEVATION OF
SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.ROAD CUT REINSTATEMENT AS PER CITY OF OTTAWA STANDARD R10.
CONNECT TO EXISTING 150mmØ PVC SANITARYSEWER WITH SAN MH 1. EXISTING INVERT=69.57±.
MAINTAIN AND PROTECT EXISTING SANITARY SERVICETO THE SOUTH. CONTRACTOR TO CONFIRM EXACT
ELEVATION OF SEWER PRIOR TO CONSTRUCTION ANDNOTIFY ENGINEER OF ANY DISCREPANCIES.
MAINTAIN AND PROTECT ALL EXISTINGMUNICIPAL INFRASTRUCTURE WITHIN
THE R.O.W. AT ALL TIMESMAINTAIN AND PROTECT ALL EXISTINGMUNICIPAL INFRASTRUCTURE WITHIN
THE R.O.W. AT ALL TIMES
MU
NIC
IPA
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FRA
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UC
TUR
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INTH
E R
.O.W
. AT
ALL
TIM
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PROPOSED SERVICING EASEMENT
PROPOSED
SERVICIN
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EASEMENT
PR
OP
OS
ED
SE
RV
ICIN
GE
AS
EM
EN
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OUTLET SEWERPLAN AND PROFILE
CITY OF OTTAWA593 LAURIER AVENUE / 140 BRONSON AVENUE
119019
REV # 1
119019-P1
MS
MS
BF
MS
MS
M:\2
019\
1190
19\C
AD
\Des
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1190
19-P
P.d
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PP
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06,
201
9 - 2
:24p
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mat
thew
s
PLANA1.DWG - 841mmx594mm
NOTE:THE POSITION OF ALL POLE LINES, CONDUITS,WATERMAINS, SEWERS AND OTHERUNDERGROUND AND OVERGROUND UTILITIES ANDSTRUCTURES IS NOT NECESSARILY SHOWN ONTHE CONTRACT DRAWINGS, AND WHERE SHOWN,THE ACCURACY OF THE POSITION OF SUCHUTILITIES AND STRUCTURES IS NOT GUARANTEED.BEFORE STARTING WORK, DETERMINE THE EXACTLOCATION OF ALL SUCH UTILITIES ANDSTRUCTURES AND ASSUME ALL LIABILITY FORDAMAGE TO THEM.
PROJECT No.
REV
DRAWING No.
DRAWING NAME
LOCATION
No. REVISION DATE BY
FOR REVIEW ONLYSCALE
APPROVED
CHECKED
DRAWN
CHECKED
DESIGN
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
N.T.S.KEY PLAN
601:150
42
SEE ADJACENT FOR CONTINUATION
STA 0+029
STA 0+060
SITECOMMISSIONER
LOR
NE AV
ST
BOO
TH ST
BROAD ST
FLEET ST
WELL
INGTO
NST
ALBERT ST
COOPER ST
GLOUCESTER STLAURIER AV
LISGAR ST
LYON ST NNEPEAN ST
SLATER ST
SOMERSET ST
ARTHUR ST
BRO
NSO
N AV
CAMBRIDG
E ST N
EMPRESS
BRICKHILL
PERKIN
S
PRIMROSE AV
ST
EMPR
ESS
AV
AV
ST
QUEEN ST
BAY ST
PERCY ST
GILMOUR STMACLAREN ST
LETT ST
LLOYD ST
WEL
LING
TON
ST
MH-COMBEXISTING COMBINED MH & SEWER
PROPOSED SANITARY MANHOLE AND SEWER
LEGENDSAN MH
PROPOSED STORM MANHOLE AND SEWER STM MH
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. REFERENCESTORM / SANITARY MANHOLE (1200mmØ) 701.010 OPSDSTORM / SANITARY MH FRAME & COVER 401.010 OPSDWATERTIGHT MH FRAME AND COVER 401.030 OPSDSEWER TRENCH S6 CITY OF OTTAWASANITARY / STORM SEWER PVC DR 35
3. ALL STORM AND SANITARY SERVICE LATERALS SHALL BE EQUIPPED WITH BACKFLOW PREVENTIONDEVICES AS PER THE CITY OF OTTAWA STANDARD DETAILS S14 AND S14.1 OR S14.2.
4. INSULATE ALL PIPES (SAN/STM) THAT HAVE LESS THAN 1.5m COVER WITH HI-40 INSULATION PERINSULATION DETAIL FOR SHALLOW SEWERS. PROVIDE 150mm CLEARANCE BETWEEN PIPE ANDINSULATION.
5. SERVICES ARE TO BE CONSTRUCTED TO 1.0m FROM FACE OF BUILDING AT A MINIMUM SLOPE OF1.0%.
6. PIPE BEDDING, COVER AND BACKFILL ARE TO BE COMPACTED TO AT LEAST 95% OF THE STANDARDPROCTOR MAXIMUM DRY DENSITY. THE USE OF CLEAR CRUSHED STONE AS A BEDDING LAYER SHALLNOT BE PERMITTED.
7. FLEXIBLE CONNECTIONS ARE REQUIRED FOR CONNECTING PIPES TO MANHOLES (FOR EXAMPLEKOR-N-SEAL, PSX: POSITIVE SEAL AND DURASEAL). THE CONCRETE CRADLE FOR THE PIPE CAN BEELIMINATED.
8. THE OWNER SHALL REQUIRE THAT THE SITE SERVICING CONTRACTOR PERFORM FIELD TESTS FORQUALITY CONTROL OF ALL SANITARY SEWERS. LEAKAGE TESTING SHALL BE COMPLETED INACCORDANCE WITH OPSS 410.07.16, 410.07.16.04 AND 407.07.24. DYE TESTING IS TO BE COMPLETEDON ALL SANITARY SERVICES TO CONFIRM PROPER CONNECTION TO THE SANITARY 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.
9. ALL STORM MANHOLES AND CATCHBASIN MANHOLES ARE TO HAVE 300mm SUMPS UNLESSOTHERWISE INDICATED. ALL CATCHBASINS ARE TO HAVE 600mm SUMPS UNLESS OTHERWISEINDICATED.
10. ALL CATCHBASINS, MANHOLES AND/OR CATCHBASIN MANHOLES THAT ARE TO HAVE ICD's INSTALLEDWITHIN THEM ARE TO HAVE 600mm SUMPS.
11. ALL WEEPING TILE CONNECTIONS TO BE MADE TO THE PROPOSED STORM SEWER SYSTEMDOWNSTREAM OF ANY INLET CONTROL DEVICES.
12. THE CONTRACTOR IS TO TELEVISE (CCTV) ALL PROPOSED SEWERS, 200mmØ OR GREATER PRIOR TOBASE COURSE ASPHALT. UPON COMPLETION OF CONTRACT, THE CONTRACTOR IS RESPONSIBLE TOFLUSH AND CLEAN ALL SEWERS & APPURTENANCES.
13. CONTRACTOR TO PROVIDE THE CONSULTANT WITH A PLAN AND PROFILE DRAWING INDICATING ALLAPPLICABLE SERVICING AS-BUILT INFORMATION SHOWN ON THIS PLAN. AS-BUILT INFORMATIONMUST INCLUDE: PIPE MATERIAL, SIZES, LENGTHS, SLOPES, INVERT AND T/G ELEVATIONS,STRUCTURE LOCATIONS AND ANY ALIGNMENT CHANGES, ETC.
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 UTILITIESPRIOR TO COMMENCING CONSTRUCTION. PROTECT AND ASSUME RESPONSIBILITY FOR ALLEXISTING UTILITIES WHETHER OR NOT SHOWN ON THIS DRAWING.
3. OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE CITY OF OTTAWA BEFORECOMMENCING CONSTRUCTION.
4. BEFORE COMMENCING CONSTRUCTION OBTAIN AND PROVIDE PROOF OF COMPREHENSIVE, ALL RISKAND OPERATIONAL LIABILITY INSURANCE FOR $5,000,000.00. INSURANCE POLICY TO NAME OWNERS,ENGINEERS AND ARCHITECTS AS CO-INSURED.
5. RESTORE ALL DISTURBED AREAS ON-SITE AND OFF-SITE, INCLUDING TRENCHES AND SURFACES ONPUBLIC ROAD ALLOWANCES TO EXISTING CONDITIONS OR BETTER TO THE SATISFACTION OF THECITY OF OTTAWA AND ENGINEER.
6. REMOVE FROM SITE ALL EXCESS EXCAVATED MATERIAL, ORGANIC MATERIAL AND DEBRIS UNLESSOTHERWISE INSTRUCTED BY ENGINEER. EXCAVATE AND REMOVE FROM SITE ANY CONTAMINATEDMATERIAL. ALL CONTAMINATED MATERIAL SHALL BE DISPOSED OF AT A LICENSED LANDFILLFACILITY.
7. ALL ELEVATIONS ARE GEODETIC.
8. REFER TO GEOTECHNICAL REPORT (No. 190227, DATED JUNE, 2019), PREPARED BY LRL ENGINEERINGFOR SUBSURFACE CONDITIONS, CONSTRUCTION RECOMMENDATIONS, AND GEOTECHNICALINSPECTION REQUIREMENTS. THE GEOTECHNICAL CONSULTANT IS TO REVIEW ON-SITE CONDITIONSAFTER EXCAVATION PRIOR TO PLACEMENT OF THE GRANULAR MATERIAL.
9. REFER TO ARCHITECT'S AND LANDSCAPE ARCHITECT'S DRAWINGS FOR BUILDING AND HARDSURFACE AREAS AND DIMENSIONS.
10. REFER TO DEVELOPMENT SERVICING & STORMWATER MANAGEMENT REPORT (R-2019-193)PREPARED BY NOVATECH.
11. SAW CUT AND KEY GRIND ASPHALT AT ALL ROAD CUTS AND ASPHALT TIE IN POINTS AS PER CITY OFOTTAWA STANDARDS (R10).
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CITY PLAN #_______-P1
REFER TO PLAN 119019-GP FORCONTINUATION OF ON-SITE SEWERS
SEE ADJACENT FOR CONTINUATION
1 ISSUED FOR SITE PLAN APPROVAL DEC 9/19 MS
EXISTING CONCRETE CURB
EXISTING HYDRANT & VALVEHYD V&VB
EXISTING UTILITY POLE EX UP
EXISTING FENCE
EXISTING TREES / VEGETATION
300mmØ WM
SANMH EXISTING SANITARY MANHOLE & SEWER
EXISTING WATERMAIN
EXISTING HYDRANT HYD
EXISTING OVERHEAD WIRES
REFER TO PLAN119019-GP FOR DETAILS
OF ON-SITE SEWERS
593 LAURIER AVENUE WEST 140 BRONSON AVENUE
140 BRONSON AVENUE
OWNER INFORMATIONALEXANDER FLECK HOUSE INC.
250 STE ANNE AVENUE,OTTAWA, ONTARIO, K1L 7C4
DENIS MICHAUDPHONE: (613) 402-2855
![Welcome []€¦ · 30 7.9m x 8.4m 56m² 1.2m x 2.6m 5.2 m N/A 6.7m 4.3m 10m x 9.7m 28m² 110m² 900mm x 2.0m 800mm x 2.0m 2.3m 3.0m Total capacity 80 Classroom 80 60 40 12 N/A U Shape](https://static.fdocuments.in/doc/165x107/5f9567e17dede240bd208ffa/welcome-30-79m-x-84m-56m-12m-x-26m-52-m-na-67m-43m-10m-x-97m-28m.jpg)
