START FULL DEPTH ROAD CONSTRUCTION 10+095.322 -1.49% -3.39% -1.49% -3.39% 10+005 10+010 10+015 10+020 10+025 10+030 10+035 10+040 10+045 10+050 10+055 10+060 10+065 10+070 10+075 10+080 10+085 10+090 10+095 10+100 10+105 10+110 10+115 10+120 10+125 10+130 10+135 10+140 65.1m @ 1.97% - 300mm PVC SW INV 24.405 NE INV 24.318 10+102.92 27.285 D1 5TH STREET DESIGN PROFILE EXISTING GROUND RAIN GARDEN SWALE DESIGN PROFILE (TYP.) 11.3m @ 2.53% - 200mm PVC X X X X O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H D D D | | | | | | 300Ø PVC STM 2.5m REMO EXISTIN CATC BASIN AND LEAD MCPHEE AVENUE MENZIES AVENUE 5TH STREET PROPOSED CATCH BASIN TIE TO EXISTING MANHOLE RIM 27.344 INV. 26.544 LOG CHECK DAM. SEE LANDSCAPE DETAIL 2 ON SHEET L04 (TYP.) SEDIMENT BASIN SEE DETAIL 3 ON SHEET U09 (TYP.) RIM 26.989 LAWN DRAIN SEE DETAIL 2 ON SHEET U09 (TYP.) RIM 26.026 INVERT 25.026 LOT 17 LOT 18 PLAN VIP1392 LOT OT 4 P1447 LOT 3 PLAN VIP1447 BLOCK A LOT 2 PLAN EPS3041 LOT A PLAN VIP63529 LOT 9 PLAN VIS4025 P.PLAN EPP50280 LOT 17 LOT 18 PERFORATED PIPE, SEE LANDSCAPE DETAIL 1 ON SHEET L04 (TYP.) RAIN GARDEN PERFORATED PIPE CLEANOUT. SEE DETAIL 5 ON SHEET U09 (TYP.) PER C DETA BREAK INTO EX MH AND CONNECT 200mm CB LEAD CURB CUT SEE DETAIL 1 ON SHEET U09 (TYP.) D1 SEDIMENT BASIN RIM 26.211 ABANDON AND CAP EXISTING STORM MAIN. ABANDONED MAIN TO BE FILLED WITH FILLCRETE OR GROUT (TYP.) CONNECT PVC STM TO EXISTING CONC. STM WITH BEND AND COUPLING SAWCUT (LIMIT OF CONSTRUCTION) REPLACE ALL EXISTING STORM SERVICES FROM NEW MAIN TO PROPERTY LINE WITH 150mm PVC CONNECTION. ALL STORM SERVICE LOCATIONS TO BE CONFIRMED IN FIELD PRIOR TO CONSTRUCTION (TYP.) FEBRUARY 16, 2018 ISSUED FOR TENDER ATTENTION SURVEY INFORMATION This drawing is prepared for the sole use of No representations of any kind are made by Urban Systems Ltd. or its employees to any party with whom Urban Systems Ltd. does not have a contract. WARNING Utilities or structures shown on this drawing were compiled from information supplied by various parties and may not be complete or accurate. Expose and conclusively confirm the location in the field all underground utilities and structures indicated on this drawing, all underground utilities in the area of the proposed work and any utilities or structures reasonably apparent from an inspection of the proposed work. Urban Systems Ltd. assumes no responsibility for loss or damage caused by third party negligence or failure to comply with the above. Prepared by: 3D GEOMATICS Coordinate System: NAD83(CSRS) Compilation Date: 2016-07-28 City of Courtenay 5th Street Complete Street DRAINAGE Station 10+000 to 10+140 0 0 H V 2.5m 2.5 5 0.25m 0.25 0.5 7.5 0.75 # Date Project Number Revision Drawing Number Designed by Drawn by Quality Control by Scale Sheet Number App U:\Projects_VAN\3222\0014\02\D-Drafting-Design-Analysis\CAD\PROD\SET 2\U02-A-3222001402-DRAINAGE.dwg, U05 DRAINAGE, 2018-02-16 09:10 am cfehr A B C D E F G H I J K L M N O P Q 1 2 3 4 5 6 7 8 9 A B C D E F G H I J K L M N O P Q 1 2 3 4 5 6 7 8 9 Issue / Revision Professional Seals City of Courtenay 3222.0014.02 U05 ---- 29 of 47 M. Nikolich R. Mootoosamy G. Smith A 2017-05-12 DETAILED DESIGN 30% B 2017-09-01 DETAILED DESIGN 60% C 2018-01-26 DETAILED DESIGN 100% D 2018-02-16 ISSUED FOR TENDER NOT FOR CONSTRUCTION
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REPLACE ALL EXISTING STORM SERVICES FROM NEW MAIN TO …Opportunity... · 2018. 2. 23. · 65.6m @ 1.78% - 450mm pvc sw inv 20.980ne inv 20.975 sw inv 19.807se inv 19.400nw inv 19.400
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ABANDON AND CAP EXISTING STORMMAIN. ABANDONED MAIN TO BE FILLED
WITH FILLCRETE OR GROUT (TYP.)
CONNECT PVC STMTO EXISTING CONC.
STM WITH BENDAND COUPLING
SAWCUT (LIMIT OF CONSTRUCTION)
REPLACE ALL EXISTING STORM SERVICES FROMNEW MAIN TO PROPERTY LINE WITH 150mm PVCCONNECTION. ALL STORM SERVICE LOCATIONSTO BE CONFIRMED IN FIELD PRIOR TOCONSTRUCTION (TYP.)
FEBRUARY 16, 2018
ISSUED FOR
TENDER
ATTENTION SURVEY INFORMATION
This drawing is prepared for the sole use ofNo representations of any kind are made by Urban Systems Ltd. or its employeesto any party with whom Urban Systems Ltd. does not have a contract.WARNING
Utilities or structures shown on this drawing were compiled from informationsupplied by various parties and may not be complete or accurate. Expose andconclusively confirm the location in the field all underground utilities and structuresindicated on this drawing, all underground utilities in the area of the proposed workand any utilities or structures reasonably apparent from an inspection of theproposed work. Urban Systems Ltd. assumes no responsibility for loss or damagecaused by third party negligence or failure to comply with the above.
Prepared by: 3D GEOMATICSCoordinate System: NAD83(CSRS)Compilation Date: 2016-07-28
This drawing is prepared for the sole use ofNo representations of any kind are made by Urban Systems Ltd. or its employeesto any party with whom Urban Systems Ltd. does not have a contract.WARNING
Utilities or structures shown on this drawing were compiled from informationsupplied by various parties and may not be complete or accurate. Expose andconclusively confirm the location in the field all underground utilities and structuresindicated on this drawing, all underground utilities in the area of the proposed workand any utilities or structures reasonably apparent from an inspection of theproposed work. Urban Systems Ltd. assumes no responsibility for loss or damagecaused by third party negligence or failure to comply with the above.
Prepared by: 3D GEOMATICSCoordinate System: NAD83(CSRS)Compilation Date: 2016-07-28
RAIN GARDEN PERFORATEDPIPE CLEANOUT. SEE DETAIL 5ON SHEET U09 (TYP.)
REMOVE EX D11AND CONNECT EX300Ø STORM TO D6
PROPOSED CATCHBASIN -TIE INTOPROPOSED STORMMAIN WITH 200mmLEAD (TYP.)RIM 22.642INV. 21.842
PROPOSED CATCHBASINRIM 22.692INV. 21.892
SEDIMENT BASIN SEE DETAIL3 ON SHEET U09 (TYP.)RIM 22.545
SEDIMENT BASINRIM 22.496
SEDIMENT BASINRIM 22.600
SEDIMENTBASIN
RIM 22.609
SEDIMENT BASINRIM 22.647
RAIN GARDEN PERFORATED PIPE (TYP.)
LOG CHECK DAM. SEE LANDSCAPEDETAIL 2 ON SHEET L04 (TYP.)
RAIN GARDENPERFORATED PIPECLEANOUT
RAIN GARDENPERFORATED PIPECLEANOUT
PROPOSED CATCH BASINRIM 22.733INV. 21.933
PROPOSED CATCH BASINRIM 22.746INV. 21.946
SAWCUT (LIMIT OF CONSTRUCTION)
FEBRUARY 16, 2018
ISSUED FOR
TENDER
ATTENTION SURVEY INFORMATION
This drawing is prepared for the sole use ofNo representations of any kind are made by Urban Systems Ltd. or its employeesto any party with whom Urban Systems Ltd. does not have a contract.WARNING
Utilities or structures shown on this drawing were compiled from informationsupplied by various parties and may not be complete or accurate. Expose andconclusively confirm the location in the field all underground utilities and structuresindicated on this drawing, all underground utilities in the area of the proposed workand any utilities or structures reasonably apparent from an inspection of theproposed work. Urban Systems Ltd. assumes no responsibility for loss or damagecaused by third party negligence or failure to comply with the above.
Prepared by: 3D GEOMATICSCoordinate System: NAD83(CSRS)Compilation Date: 2016-07-28
AND LEADPROPOSED CATCH BASIN -TIEINTO PROPOSED STORM MAINWITH 200mm LEAD (TYP.)RIM 22.230INV. 21.430
PROPOSED CATCH BASINRIM 22.233INV. 21.433
PROPOSED CATCH BASINRIM 21.331INV. 20.531
PROPOSED CATCH BASINRIM 21.330INV. 20.530
REMOVE EX 300 CONC STMAND REPLACE WITH PVC STM
FEBRUARY 16, 2018
ISSUED FOR
TENDER
ATTENTION SURVEY INFORMATION
This drawing is prepared for the sole use ofNo representations of any kind are made by Urban Systems Ltd. or its employeesto any party with whom Urban Systems Ltd. does not have a contract.WARNING
Utilities or structures shown on this drawing were compiled from informationsupplied by various parties and may not be complete or accurate. Expose andconclusively confirm the location in the field all underground utilities and structuresindicated on this drawing, all underground utilities in the area of the proposed workand any utilities or structures reasonably apparent from an inspection of theproposed work. Urban Systems Ltd. assumes no responsibility for loss or damagecaused by third party negligence or failure to comply with the above.
Prepared by: 3D GEOMATICSCoordinate System: NAD83(CSRS)Compilation Date: 2016-07-28
City of Courtenay5th Street Complete Street
DRAINAGE
Station 10+480 to 10+640
0
0
H
V
2.5m 2.5 5
0.25m 0.25 0.5
7.5
0.75
# Date
Project Number RevisionDrawing Number
Designed by
Drawn by
Quality Control by
Scale
Sheet Number
App
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A B C D E F G H I J K L M N O P Q
1
2
3
4
5
6
7
8
9
A B C D E F G H I J K L M N O P Q
1
2
3
4
5
6
7
8
9
Issue / RevisionProfessional Seals
City of Courtenay
3222.0014.02 U08 ----
32 of 47
M. Nikolich
R. Mootoosamy
G. Smith
A 2017-05-12 DETAILED DESIGN 30%
B 2017-09-01 DETAILED DESIGN 60%
C 2018-01-26 DETAILED DESIGN 100%
D 2018-02-16 ISSUED FOR TENDER
NO
T F
OR
C
ON
ST
RU
CT
IO
N
FEBRUARY 16, 2018
ISSUED FOR
TENDER
ATTENTION SURVEY INFORMATION
This drawing is prepared for the sole use ofNo representations of any kind are made by Urban Systems Ltd. or its employeesto any party with whom Urban Systems Ltd. does not have a contract.WARNING
Utilities or structures shown on this drawing were compiled from informationsupplied by various parties and may not be complete or accurate. Expose andconclusively confirm the location in the field all underground utilities and structuresindicated on this drawing, all underground utilities in the area of the proposed workand any utilities or structures reasonably apparent from an inspection of theproposed work. Urban Systems Ltd. assumes no responsibility for loss or damagecaused by third party negligence or failure to comply with the above.
Prepared by: 3D GEOMATICSCoordinate System: NAD83(CSRS)Compilation Date: 2016-07-28