Post on 01-Oct-2021
transcript
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
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
ISTU
RB
ED
AR
EA
STO
EX
ISTIN
G C
ON
DITIO
NS
OR
BE
TTER
, TO TH
E S
ATIS
FAC
TION
OF
THE
EN
GIN
EE
R A
ND
THE
OW
NE
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
L IN
FRA
STR
UC
TUR
E W
ITH
INTH
E R
.O.W
. AT
ALL
TIM
ES
PROPOSED SERVICING EASEMENT
PROPOSED
SERVICIN
G
EASEMENT
PR
OP
OS
ED
SE
RV
ICIN
GE
AS
EM
EN
T
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
ign\
1190
19-P
P.d
wg,
PP
, Dec
06,
201
9 - 2
:24p
m, s
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).
301:75
21
D07
-12-
19-_
___
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
denis@henryinvestments.ca