addendum no. 3 contract 1
TRANSCRIPT
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ADDENDUM NO. 3 – Contract 1
BID DOCUMENTS FOR 10/27/2017 WATERMAIN REPLACEMENT, NEW FORT RUPERT RESERVOIR AND REPLACEMENT WATER TREATMENT RESERVOIR – CONTRACT 1
FILE: 111720046
TENDER #: 1220-20-518-2017
ISSUED BY:
Jon Bell, P.Eng. Stantec Consulting Ltd. Tel: (250) 388-9161 Fax: (250) 382-0514 [email protected]
Addendum issued to active tenderers with documents on record (12 pages including attachments)
1. The final addendum 4, if required, will be issued Tuesday October 31st, 2017.
2. The bid form has been reissued under Addendum 3 (4 pages). Bidders to submit utilizing the attached “Addendum 3” form of tender. The adjustments are follows:
I. The four quantities of “Provisional Hot-Mix Asphalt Concrete Paving” have been
revised. II. Fort Rupert Reservoir Site – Sitework, Site Preparation: Quantity has been revised to
include necessary MOT permit adjustments and quantity verification. III. 15% contingency was deleted under addendum 2. IV. Line for GST added. V. Total Tendered Amount Line Added.
3. Section 11 70 00 One Way Flow Altitude Control Valve – 2.1 Main Valve
Approved product: Singer S106-PG & X107 Position Transmitter Proposed product: Cla-Val Model 210-01 Altitude Valve for One-Way Flow & X101 Position Indicator. Response: Approved
4. Drawing Revision: Ministry of Transportation and Infrastructure permits were recently received. The following drawings have been updated to match the requirements within and Bidder to include the scope of work of each drawings in its entirety inclusive of the highlighted addendum #3 modifications:
I. C107 II. C108 III. C201 IV. C301 V. C303
5. Drawing C302 Note 1, 2, 8 is revised to refer to drawing C201.
6. Drawing C305 Item 22 revised the detail sheet reference to C202.
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7. Added Scope: Altitude valve sensing line to be connected to the drain line with an additional 25mm thredolet and ball valve assembly accessible by a traffic rated brooks box complete with R20 rigid insulation fastened to the underside of the traffic rated lid. The pressure sensing line will be stainless steel with the diameter per the valve manufactures requirement installed in ground between the building and drain port connection. Cost for this addition to be added to Fort Rupert Reservoir Site – Metals, Stainless Steel Piping Outside Reservoir Footprint.
8. For Tender Item Mobilization and Demobilization shall the lump sum not exceed 10% or 5%? - refer to Section 01 01 01, Clause 1.1.4.
Response: Mobilization and Demobilization shall not exceed 5%.
9. On the Schedule of Quantities it states "GST shall be shown separately". Where do you want it shown? Response: Refer to item 2 above
10. Can HDPE be used in lieu of C900 for the watermain?
Response: No C900 only.
11. Can you please quantify or identify All Other Work under MASONRY? Response: Refer to Section 01 10 00 Measurement and Payment Article 1.5.
12. Is it possible to get pictures of the existing tank that needs to be removed along with pictures of the existing building that needs to be relocated? Response: Pictures are available upon email request to [email protected].
13. Drawing C305 Item 4A do the hand wheels need to be stainless steel? Response: No can be epoxy coated steel.
14. Drawing C305 Item 4C product alternative request Singer? Response: Yes pending approved shop drawings for equivalency.
15. On the schedule of quantities it calls for a 40mm of asphalt but when you look at the trench
details on the drawings it calls for 80mm of asphalt. Please clarify. Moti spec calls for the matching of the existing asphalt or is the asphalt going to be a standard depth of 80mm regardless of the existing depth? Also please confirm the depth of asphalt on non MOTI roads is 40mm and not the standard 50mm.
Response: Details 1 and 2 on C201 are shown incorrectly and are revised as follows:
The provisional pavement restoration shall be:
• 80mm thick (two lifts – 40mm upper course and 40mm lower course to Moti standards or MMCD depending on location) to the saw cut line shown in trenching details 10 and 11 on C201.
• All other extents of paving shown in the contract drawings shall be ground down 40mm and repaved with the upper course of the trenchline.
This applies to both MoTI and non-MoTI roads.
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16. In the schedule of quantities there is a note that list what is to be included in the Watermain. In this note it does not list any surface restoration. This seems to be accurate as pavement restoration is to be included under “Hot Mix Asphalt”. But in your supplementary Specs “SS 33 11 01” 1.8.2 which describes payment for watermain to include all surface restoration. Please confirm Pavement restoration is to be paid as Item and not to be included in Watermain item.
Response: Pavement restoration shall be per the four quantities of “Provisional Hot-Mix Asphalt Concrete Paving” as revised in 2. I. above.
Distribution: District of Port Hardy to Post on BC Bid.
DESCRIPTION
Clearing and Grubbing
DESCRIPTION Units Qty. Rate ($) Amount ($)
CONTRACT SPECIFIC INSTRUCTIONS
Mobilization & Demobilization L.S. 1
TRAFFIC CONTROL
Traffic Control L.S. 1
ENVIRONMENTAL PROTECTION
Environmental Management Plan, Erosion and Sediment Control L.S. 1
CONCRETE WALKS, CURBS, AND GUTTERS
Extruded concrete median curb (MMCD SD # C6) m 110
CAST IN PLACE CONCRETE
Concrete for Culvert Crossing at Station 50 + 602minimum 28 day strength required: 25 Mpa L.S. 1
WATERWORKS
Payment for watermain includes: Excavation, disposal of surplus excavated materials, bedding, compaction, supply and installation of all pipe, bolts, gaskets, restraints, couplers, tie-rods, imported
backfill, pressure and leak testing, flushing and disinfection, and all required water sampling and testing (by a qualified independent consultant).
NOTE
350mm PVC C900 Class 235 m 420
combined trench of 300mm & 350mm C900 PVC Class 235 m 605
300mm PVC C900 Class 235 m 2,330
250mm PVC C900 Class 235 m 25
150mm PVC C900 Class 235 m 65
350mm 45° DI Bend c/w Thrust block Ea. 6
300mm 11.25° DI Bend c/w Thrust block Ea. 2
300mm 22.5° DI Bend c/w Thrust block Ea. 3
300mm 45° DI Bend c/w Thrust block Ea. 11
250mm 45° DI Bend c/w Thrust block Ea. 4
150m 45° DI Bend c/w Thrust block Ea. 16
350 x 300 x 300 DI Tee c/w Thrust block Ea. 1
300 x 300 x 300 DI Tee c/w Thrust block Ea. 1
300 x 300 x 250 DI Tee c/w Thrust block Ea. 1
300 x 300 x 150 DI Tee c/w Thrust block Ea. 4
300mm Cross c/w Thrust block Ea. 1
350mm DI Gate Valve Ea. 4
300mm DI Gate Valve Ea. 27
250mm DI Gate Valve Ea. 1
150mm DI Gate Valve Ea. 4
Tie-in to existing main: west of Fort Rupert RoadRefer to Detail 1 on Sheet C107 L.S. 1
Tie-in to existing main: Byng Road at Peel St branch*two connection points. 250mm Byng & 150mm Peel
Refer to Detail 1 on Sheet C110L.S. 1
Master Municipal Specifications Contract 1 - General Requirements
Incidental to Contract
Master Municipal Specifications Contract 1- Waterworks and Site Work
District of Port Hardy APPENDIX 1 - Addendum 3 FT 4TENDER #:1220-20-518-2017 FORM OF TENDER MMCD 2009
Watermain Replacement, Fort Rupert Reservoir and Water Treatment Reservoir Site Development - Contract 1
SCHEDULE OF QUANTITIES AND PRICES(see paragraph 5.3.1 of the Instructions to Tenderers - Part II)
(All Prices and Quotations shall include all taxes, but shall not include GST. GST shall be shown separately and summarized as requested)
DESCRIPTION Units Qty. Rate ($) Amount ($)
Tie-in to existing main: Byng Road at Beaver Harbour RoadRefer to Detail 2 on Sheet C105 L.S. 1
Tie-in to existing main: Byng Road at Avalon SchoolRefer to Detail 1 on Sheet C106 L.S. 1
Tie-in to existing main: Beaver Harbour Road at Fort Rupert SchoolRefer to Detail 1 on Sheet C101 L.S. 1
Tie-in to existing 150mm line: Beaver Harbour ParkRefer to Sheet C101 at Station 49+850 L.S. 1
Tie-in to exist. 150mm line: 5250 Beaver Harbour RD Mobile ParkRefer to Sheet C102 at Station 50+224 L.S. 1
Tie-in to exist. 250mm line: Wagalus SchoolRefer to Detail 1 on Sheet C105 L.S. 1
Tie-in to exist. 150mm line: Weynton StRefer to Detail 1 on Sheet C104 L.S. 1
Tie-in to exist. 150mm line: Fire Dept. Fire Hydrant - 1935 Beaver Harbour RdRefer to Sheet C105 at Station 51+182 L.S. 1
Tie-in to exist. 150mm line Peel Street at Beaver Harbour RoadRefer to Detail 1 on Sheet C103 L.S. 1
Reducer 250 x 300mm DI Ea. 3
Reducer 150 x 300mm DI Ea. 5
Fire Hydrant Assemblies c/w Thrust blocks & Restraints. Incl mainline Tee. Ea. 21
Fire Hydrant Assemblies w/ korflow culvert 600mm c/w Thrust blocks & Restraintsto include complete hydrant assembly with mainline tee, all joint restraints, thrust blocks, valves, as
well as culvert and headwall installation. Denso-tape all joints including the mainline tee.Ea. 7
Water Service Connections 50mm dia.Includes import backfill, service saddles, connection (drawing W2b) to end at curb located into new meter box (H20 rated per standard drawing W2c), and permanent asphalt & concrete reinstatement.
Ea. 6
Water Service Connections 25mm dia.Includes import backfill, service saddles, connection (drawing W2b) to end at curb located into new meter box (H20 rated per standard drawing W2c), and permanent asphalt & concrete reinstatement.
Ea. 6
Water Service Connections 19mm dia.Includes import backfill, service saddles, connection (drawing W2b) to end at curb located into new meter box (H20 rated per standard drawing W2c), and permanent asphalt & concrete reinstatement.
Ea. 28
Trench Dams Ea. 5
50mm Saddle and Corp. Stop at 50+290 Ea. 1
25mm Air Release Valve and Chamber Ea. 2
AC PIPE DISPOSAL
Removal and Disposal of AC Pipe m 55
PAINTED PAVEMENT MARKINGS
Permanent Pavement Markings (to MoTI standards and Permit Requirements) L.S. 1
PIPE CULVERTS
600 mm Korflow Culvert at Rupert Access Road including Mortared Rock Headwalls Ea. 1
Permanent pavement restoration - non MoTI roadways (all other works) one lift of Upper Course #2, placed in 40mm lift to extents shown on drawings. m2 5500
Permanent pavement restoration - non MoTI roadways (all other works) One lift of Lower Course #2, placed in 40mm lift to max saw cut width shown in drawing details. m2 2640
Permanent pavement restoration Fort Rupert Road and Byng Road east of intersection and extending 20m East down Byng Road
(to meet MoTI standards and permit requirements) - Upper Lift to extents shown in drawingsm2 1100
Permanent pavement restoration Fort Rupert Road and Byng Road east of intersection and extending 20m East down Byng Road
(to meet MoTI standards and permit requirements) - Lower lift to saw cut line shown in drawing details.
m2 500
Bulk Rock Excavation m3 50
Saw Cutting m 300
Trench Rock Excavation m3 50
Common Excavation Outside of Design Lines m3 100
Unsuitable foundation Replacement Design Lines m3 100
Dechlorination Manhole Ea. 2
Waterworks and Site Work Subtotal (1)
CONTRACT 1 - PROVISIONAL UNIT ITEMS
PROVISIONAL HOT-MIX ASPHALT CONCRETE PAVING
REMAINING PROVISIONAL ITEMS
Provisional Items Subtotal (2)
Description Units Qty Rate ($) Amount ($)
General
Commissioning, Start-up and Training L.S. 1
Sitework
Site Preparation (includes clearing/grubbing, excavation, backfills as stated in Section 01 10 00 Part 1.3.1) m2 2100
PVC Storm Drains, Injection Manhole L.S. 1
Site valves, fittings, appurtenances, trenching, backfill L.S. 1
Meter Chamber Structure Including Lid L.S. 1
Chain Link Fence / Barrier Gate L.S. 1
All other work L.S. 1
Concrete
Control room floor including foundation walls and footings L.S. 1
Generator pad, foundation walls, thrust blocks, pipe saddles and reinforcement L.S. 1
All other work L.S. 1
Masonry
Control Room Walls and Reinforcement L.S. 1
All other work L.S. 1
Metals
Stainless Steel Piping Within Reservoir Footprint L.S. 1
Stainless Steel Piping Outside Reservoir Footprint L.S. 1
Wood
Roof structure and roofing L.S. 1
All other work L.S. 1
Thermal and Moisture Protection L.S. 1
Door L.S. 1
Finishes L.S. 1
Process Mechanical Inside Building
Stainless steel piping, fittings and welding L.S. 1
PRV, Altitude Valve, valves, strainer, couplings, restraints, joints and appurtenances (excluding mag flow meters) L.S. 1
Building Mechanical
Fans, Heaters, Louvers, and Controls L.S. 1
Floor drains and Piping L.S. 1
Electrical and Controls
Buried conduits incl. trench, bed, compact,L.S. 1
Wire and above ground conduitL.S. 1
Main BreakerL.S. 1
Mag flow Meter, Pressure Transducer, Chlorine Analyzer, Chlorine Injection L.S. 1
Control SystemL.S. 1
Utility coord and installL.S. 1
Ground loop and grounding rodsL.S. 1
Generator and ATS L.S. 1
CONTRACT 1 - FORT RUPERT RESERVOIR SITE
Fort Rupert Reservoir Site Subtotal (3)
Description Units Qty Rate ($) Amount ($)
Water Treatment Reservoir Site Development
Relocations - Building and Phone (Electrical & Civil) L.S. 1
Decommissioning and Removals - Tank & Foundation L.S. 1
Stainless Steel Piping Within 1.0m of Reservoir Footprint L.S. 1
Exterior Pipeworks and Valving L.S. 1
Site preparation (includes clearing/grubbing, excavation, backfills as stated in Section 01 10 00 Part 1.3.1) L.S. 1
Reinstatement and Level Sensing Installations L.S. 1
Water Treatment Reservoir Site Subtotal (4)
CONTRACT 1 - UTILITY COORDINATION COST
CONTRACT 1 - TOTALS
CONTRACT 1 - WATER TREATMENT RESERVOIR SITE
GOODS AND SERVICES TAX Registration No.: (GST)
TOTAL TENDERED AMOUNT [TOTAL CONSTRUCTION COST + GST]
TOTAL CONSTRUCTION COST INCLUDES 1+2+3+4+5+6 (Excluding Applicable Tax)
BC Hydro Coordination Cost Lump Sum (5)
Telus Coordination Cost Lump Sum (6)
10+000
10+100
10+200
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ASPHALT REINSTATEMENT(TYP)
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CONSTRUCTION NOTES
INSTALL HYDRANT AS PER MMCD STANDARD DRAWING W4.
INSTALL HYDRANT ASSEMBLY PER DETAIL ON SHEET C203.
EXISTING GROUND PRV TO BE DECOMMISSIONED BY THECONTRACTOR POST COMMISSIONING OF THE NEW WATERMAIN.DECOMMISSIONING WILL INCLUDE REMOVAL OF ALL INTERNALPIPING AND BACKFILLING CHAMBER WITH SAND.
REFER TO DETAIL ON SHEET C201 FOR COMBINED WATER TRENCHDETAIL
2
1
ALL JOINTS ON 300Ø SUPPLY MAINTO HAVE JOINT RESTRAINTS (TYP)
ALL JOINTS ON 350 Ø MAIN TOHAVE JOINT RESTRAINTS
BY
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FORT RUPERT ROAD
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PROPERTY LINE
1
2
3
W
W WW
W
W
W
W
W
W
W
W WW W
W
W
W
W
W
W
W
W
W
300Ø PVC
350Ø PVC
300Ø PVC
15+000
15+100
15+200
15+300
4
4
4
NOTES
1. FOR ALL BENDS, TEES, VALVES AND END CAPS, REFER TO TABLES ONSHEET C202 FOR RESTRAINT REQUIREMENTS AND THRUST BLOCKDETAILS.
0.53%
6.48%
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
GR
OU
ND
INV
ER
T
EXISTING GROUND
50.7
8
49.1
5
51.3
3
49.2
5
52.1
3
49.6
4
53.1
9
50.6
0
54.1
9
51.8
9
55.3
2
53.1
8
56.7
9
54.4
8
58.0
4
55.7
7
59.2
3
57.0
7
60.5
2
58.3
6
61.8
0
59.6
6
62.9
5
60.8
5
63.8
9
61.8
7
64.7
5
62.7
3
10+000 10+020 10+040 10+060 10+080 10+100 10+120 10+140 10+160 10+180 10+200 10+220 10+240 10+260
152.7m CURVEMAX. 2° DEFLECTION
PER BELL
41.5m CURVEMAX. 2° DEFLECTION
PER BELL
350mm ∅ PVC C900 CL235 WATERMAIN
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60G
RO
UN
D
INV
ER
T
2.17%
21.3m CURVEMAX. 2° DEFLECTION
PER BELL
2.17%
21.3m CURVEMAX. 2° DEFLECTION
PER BELL
51.1
4
48.6
4
51.0
9
49.0
7
51.7
6
49.5
1
52.8
4
50.1
0
54.0
8
51.3
0
14+980 15+000 15+020 15+040 15+060 15+080
300mm ∅ PVC C900 CL235 WATERMAIN
EXISTING GROUND
MIN
. 1.2
mC
LEA
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OV
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HY
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T T
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HY
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250Ø
PE
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AS
TR
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D45
0∅
45° HORIZ. BENDINV=49.232
OBVERT OF 300mm ∅ SUPPLY MAIN
300 FxH GATE VALVE
EXISTING UNDERGROUNDPRESSURE REDUCINGVALVE STATION
350Ø PVC
350Ø PVC
250 HxH 45° BEND
300F x 250H REDUCER
350 HxF 45° BEND
350 HxF GATE VALVE
300 HxH 45° BEND
350 HxH 45° BEND
250 HYMAX COUPLER
W
W
W
W
W
300Ø PVC
RESTRAIN PIPE SPOOL BETWEENBEND AND REDUCER
CAP EXISTING POSTCONNECTION
SPOOL PIECE ASREQUIRED
3
N
ORIGINAL SHEET - ISO A1
Consultants
File Name:
www.stantec.com
400 - 655 Tyee RoadVictoria BC
Dwn.Issued Appd. YY.MM.DD
ByRevision Appd. YY.MM.DD
Client/ProjectPermit-Seal
Drawing No.
Scale
Revision
Title
Project No.Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
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DISTRICT OF PORT HARDY
Port Hardy, BC Canada 111720046
WATERMAIN REPLACEMENT, FORT RUPERTRESERVOIR AND WATER TREATMENT SITEDEVELOPMENT - CONTRACT 1
111720046_contract1_watermain.dwg
FOR CO
NTINUATION SEE SHEET C108
FOR CONTINUATION SEE SHEET C109
PLAN1:500
PROFILEHORIZ 1:500 VERT 1:100
SUPPLY LINE PROFILEHORIZ 1:500 VERT 1:100
SCALE:CONNECTION DETAIL
1:2501- FOR CONNECTION
DETAILS REFER TO1-
FORT RUPERT ROADWATERMAIN PLAN / PROFILESTATION 10+000 TO STATION 10+260
C107
AS SHOWN
90% SUBMISSION AF/HL DP 2017.08.21100% SUBMISSION 2017.09.11FOR WATER PERMIT TO CONSTRUCT 2017.09.21ISSUED FOR TENDER 2017.10.10
AF/HL DPAF/HL DPAF/HL DP
3
ISSUED FOR ADDENDUM 3 2017.10.27AF/HL DP
W
W
10+300 10+400 10+500| | | | | | | | | | |
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CONSTRUCTION NOTES
INSTALL HYDRANT ASSEMBLY PER DETAIL ON SHEET C203.
INSTALL HxH 45° BEND
REFER TO DETAIL ON SHEET C201 FOR COMBINED WATER TRENCH DETAIL
1
2
11 2
2
ALL JOINTS ON 300Ø SUPPLY MAINTO HAVE JOINT RESTRAINTS
ALL JOINTS ON 350 Ø MAIN TO HAVE JOINT RESTRAINTS
FORT RUPERT ROAD
ASPHALT REINSTATEMENT(TYP)
PROPERTY LINE
W W W W W W W W W W W
W
W W W W W W W W W W W
W
300Ø PVC
350Ø PVC
15+300 15+400 15+500
3
33
INSTALL 600Ø KORFLOW CULVERTOR APPROVED EQUIVALENT
FOR SITE WORKS REFER TOSHEET C301
NOTES
1. FOR ALL BENDS, TEES, VALVES AND END CAPS, REFER TO TABLES ONSHEET C202 FOR RESTRAINT REQUIREMENTS AND THRUST BLOCKDETAILS.
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
GR
OU
ND
INV
ER
T
64.7
5
62.7
3
65.5
0
63.4
1
66.0
1
63.9
2
66.2
6
64.2
7
66.4
7
64.4
4
66.7
0
64.4
7
66.7
6
64.4
7
66.7
3
64.4
7
66.6
9
64.4
7
66.7
3
64.5
4
66.8
3
65.0
0
66.9
0
65.0
4
66.8
7
65.0
7
66.8
5
65.1
1
66.7
9
65.1
4
10+260 10+280 10+300 10+320 10+340 10+360 10+380 10+400 10+420 10+440 10+460 10+480 10+500 10+520 10+540 10+560 10+580 10+595
EXISTING GROUND
3.14%0.00%
0.17%
23.3
8%
13.09%
152.7m CURVEMAX. 2° DEFLECTION
PER BELL5.9m CURVE
MAX. 2° DEFLECTIONPER BELL
3.0m CURVEMAX. 2° DEFLECTION
PER BELL
6.3m CURVEMAX. 2° DEFLECTION
PER BELL
350mm ∅ PVC C900 CL235 WATERMAIN
HY
DR
AN
T T
EE
HY
DR
AN
T T
EE
D60
0∅
300Ø SUPPLY LINE NOT SHOWN FOR CLARITY
600Ø
CU
LVE
RT
45° HORIZ. BENDINV=65.122
45° HORIZ. BENDINV=65.137
PR
OP
ER
TY
LIN
ES
TA
10+
557.
634
= S
TA
2+
000
(350
Ø P
VC
)S
TA
15+
568.
628
= S
TA
1+
000
(300
Ø P
VC
)
INSTALL PIPE ANCHOR BLOCKSPER MMCD DETAIL G8 FOR
SLOPE GREATER THAN 10%
11.25° VERT. BEND(ACTUAL BEND 12.27°)
INV=65.157
MIN
. 0.9
mC
LEA
R C
OV
ER
MIN
. 1.2
mC
LEA
R C
OV
ER
MIN
. 1.2
mC
LEA
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OV
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ORIGINAL SHEET - ISO A1
Consultants
File Name:
www.stantec.com
400 - 655 Tyee RoadVictoria BC
Dwn.Issued Appd. YY.MM.DD
ByRevision Appd. YY.MM.DD
Client/ProjectPermit-Seal
Drawing No.
Scale
Revision
Title
Project No.Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
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DISTRICT OF PORT HARDY
Port Hardy, BC Canada 111720046
WATERMAIN REPLACEMENT, FORT RUPERTRESERVOIR AND WATER TREATMENT SITEDEVELOPMENT - CONTRACT 1
111720046_contract1_watermain.dwg
FO
R C
ON
TIN
UA
TIO
N S
EE
SH
EE
T C
107
PLAN1:500
DISTRIBUTION LINE PROFILEHORIZ 1:500 VERT 1:100
C108
FORT RUPERT ROADWATERMAIN PLAN / PROFILESTATION 10+260 TO STATION 10+580
AS SHOWN
90% SUBMISSION AF/HL DP 2017.08.21100% SUBMISSION 2017.09.11FOR WATER PERMIT TO CONSTRUCT 2017.09.21ISSUED FOR TENDER 2017.10.10
AF/HL DPAF/HL DPAF/HL DP
ISSUED FOR ADDENDUM 3 2017.10.27AF/HL DP
3
3
D + 600mm MAX
SCALE:
UTILITY TRENCH DETAIL
NTS10-
300m
m10
0mm
MIN
D
900m
m M
IN
D + 450mm MIN
APPROVEDUNDISTURBEDNATIVE SOIL
SCALE:
REDUCED COVERAGE DETAIL
NTS12-
PIPE
1.0m1.0m
SECTION
PLAN
EXTENT OF CONCRETE
LIM
IT O
F C
ON
CR
ET
E T
O E
XT
EN
D U
NT
IL A
MIN
.C
OV
ER
OF
700
mm
OV
ER
PIP
E IS
AC
HIE
VE
D
EXISTING GROUND
MAX D + 1000mm
SCALE:
COMBINED WATER TRENCH DETAIL
NTS11-
300
100m
m M
IND
1
900m
m M
IN
FOR PAVEMENTRESTORATION REFER TODETAIL THIS SHEET
TIE TO EXISTINGADJACENT GRADE
APPROVEDUNDISTURBEDNATIVE SOIL
EXISTING GROUND
MAX D1+D2 + 1300mm
350Ø 300ØD2
300
D1 + D2 + 900 MAX
80mm ASPHALT TO MOTI 2012 STANDARDSPECIFICATIONS FOR HIGHWAY CONSTRUCTION150mm OF GRANULAR BASE TO MOTI 2012STANDARD SPECIFICATIONS FOR HIGHWAYCONSTRUCTION300mm OF GRANULAR SUBBASE TO MOTI 2012STANDARD SPECIFICATIONS FOR HIGHWAYCONSTRUCTIONIMPORTED GRANULAR BACKFILL TO MOTI 2012STANDARD SPECIFICATIONS FOR HIGHWAYCONSTRUCTION
SCALE:
PAVEMENT RESTORATION DETAIL
TO MOTI STANDARD SPECIFICATIONS
NTS2-
80mm ASPHALT150mm OF GRANULAR BASEMMCD 31 05 17 PART 2.10300mm OF GRANULAR SUBBASEMMCD 31 05 17 PART 2.9IMPORTED GRANULAR BACKFILLMMCD 31 05 17 PART 2.3 OR 2.9
SCALE:
PAVEMENT RESTORATION DETAIL
TO MMCD STANDARD SPECIFICATIONS
NTS1-
GRANULAR PIPE BEDDING TO:· MOTI 2012 STANDARD
SPECIFICATIONS FORHIGHWAY CONSTRUCTION
· MMCD 31 05 17 PART 2.7 TYPE 1OUT OF HWY ROW
IMPORTED GRANULAR BACKFILL TO:· MOTI 2012 STANDARD
SPECIFICATIONS FORHIGHWAY CONSTRUCTION
· MMCD SECTION 31 05 17 PART2.3 (75mm) OR PART 2.9
1.0m GRAVEL SHOULDER. 100mmDEPTH OF GRANULAR BASE TO:· MOTI 2012 STANDARD
SPECIFICATIONS FORHIGHWAY CONSTRUCTION
· MMCD SECTION 31 05 17PART 2.10
300mm
SAW CUT PRIORTO EXCAVATION
PIT RUN SAND TOMMCD 31 05 17PART 2.4
GRANULAR BASETO MMCD 31 05 17PART 2.10
1.0m GRAVEL SHOULDER. 100mmDEPTH OF GRANULAR BASE TO:· MOTI 2012 STANDARD
SPECIFICATIONS FORHIGHWAY CONSTRUCTION
· MMCD SECTION 31 05 17PART 2.10
GRANULAR PIPE BEDDING TO:· MOTI 2012 STANDARD
SPECIFICATIONS FORHIGHWAY CONSTRUCTION
· MMCD 31 05 17 PART 2.7 TYPE 1OUT OF HWY ROW
IMPORTED GRANULAR BACKFILL TO:· MOTI 2012 STANDARD
SPECIFICATIONS FORHIGHWAY CONSTRUCTION
· MMCD SECTION 31 05 17 PART2.3 (75mm) OR PART 2.9
300mm
SAW CUT PRIORTO EXCAVATION
FOR PAVEMENTRESTORATION REFER TODETAIL THIS SHEET
SCALE:BOLLARD DETAIL
NTS4-
900m
m M
IN10
00m
m15
0mm
CONCRETE FILLED 150ØSTEEL PIPE BOLLARD
FINISH GRADE
CONCRETEFOOTING
SCALE:
TYPICAL BOLLARD PLACEMENT
AT HYDRANT DETAIL
NTS5-
1.0m
TY
P
1.0m TYP
BOLLARD (TYP) REFERTO DETAIL THIS SHEET
SCALE:GRAVEL STRUCTURE
NTS3-
10mm HOLE
60° 135°135°
CHECKERBOARD SIGN(W-14)
NOTES:
1. GATE - 50mm SCHED 40 GALVANIZED PIPE2. POSTS - 100mm SCHED 40 GALVANIZED PIPE3. WELDS TO BE TREATED WITH GALVACON OR
EQUIVALENT4. GATE TO SWING 180°MINIMUM
PLATE WELDED TOCOVER POST ENDS
13mmX50mm(NOM) FLAT
BAR
1.00
m80
0mm
100m
m
200mm
600m
m
450m
m
7.00m
300mm50mm
50mm
500mm
1.00m 500mm 2.40mm
150m
m45
0mm
150m
m 150m
m
65mmGALVANIZED
PIPE
BOTTOM OF CHAIN LINK51mm MAXIMUM CLEAR
FROM GROUND
3.0 MAXIMUM
1.80
m
305mm
88.9mmTERMINALPOST
TENSION BARBAND
TOP RAIL
TERMINAL POST CAP
NOTE:1. TERMINAL POSTS ARE LOCATED AT CORNERS, GATES,
CHANGES OF GRADE, AND A MINIMUM OF EVERY 90.000mON STRAIGHT LEVEL SECTIONS.
CONCRETE FOOTING(TYP)
50.3mm PIPELINE POST
GALVANIZED CHAINLINK MESH
TIE BOTTOMWIRE TO EACHLINE POST
3.5mm BOTTOM WIREFASTENED 500mm OC
TURN BUCKLE(TYPICAL)
1.21
9m (
TY
P F
OR
TE
RM
INA
LP
OS
TS
)
1.00
6m (
TY
PF
OR
LIN
EP
OS
TS
)
SCALE:
BARRIER GATE DETAIL
NTS8-
SCALE:
CHAINLINK FENCE
FENCE PANEL DETAIL
NTS7-
STEEL PADLOCKCOVER
CONCRETEFOOTING (TYP)
3.0 MAXIMUM6.0m3.0 MAXIMUM
NOTE:1. ALL GATE FRAMES AND BRACE PIECES TO
BE SCHEDULE 40 GALVANIZED PIPE.2. GATE LOCK TO BE FITTED WITH STEEL
BARREL SHROUD
SCALE:SECURITY GATE DETAIL
NTS6-
CONCRETEFOOTING (TYP)
TURN BUCKLE
GATE LOCK ANDFROST-FREE LATCH
ROADWAYGATE FRAME BRACE
GATEFRAME
THREE HINGESPER GATE
ORIGINAL GROUND
METALLIC POST
FINISHED GRADE
CONCRETE FOOTING
SCALE:INSULATED FENCE POST
NTS9-
PVC DUCT OR CONDUITSIZE AS REQUIRED
SOLVENT WELD CAP
100m
m M
IN
1.0m
FILL WITH THIN MIX OFNON-SHRINKING GROUTAND THEM PUSH POST IN
1.80
m
NUMBER OF BOLLARDS REQUIREDVARIES. REFER TO PLANS
80mm ASPHALT
100mm CONCRETE MIN25MPa AT 28 DAYS
200mm
150mm OF GRANULAR BASEMMCD 31 05 17 PART 2.10450mm OF GRANULAR SUBBASEMMCD 31 05 17 PART 2.9APPROVED SUBGRADE
127mm (TYP) 305m
m
BARBWIRE HANGER ARM
BARBED WIRE OVERHANG
100m
m2.30
0m
350m
m
450m
m
40mm
50mm
APPLICABLESIGN REFERTO PLAN
SQUARE,PERFORATED,WELDED STEELTUBING
CONCRETE BASE:300mm SQUAREBOTTOM; 200mmSQUARE TOP
SCALE:SIGN POST DETAIL
NTS13-
CIVIL DETAILSSHEET 1 OF 3
NTS
C201ORIGINAL SHEET - ISO A1
Consultants
File Name:
www.stantec.com
400 - 655 Tyee RoadVictoria BC
Dwn.Issued Appd. YY.MM.DD
ByRevision Appd. YY.MM.DD
Client/ProjectPermit-Seal
Drawing No.
Scale
Revision
Title
Project No.Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
\\C
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1_de
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.dw
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0/27
/201
7 12
:26
PM
OF
ITZ
GE
RA
LD
DISTRICT OF PORT HARDY
Port Hardy, BC Canada 111720046
WATERMAIN REPLACEMENT, FORT RUPERTRESERVOIR AND WATER TREATMENT SITEDEVELOPMENT - CONTRACT 1
111720046_contract1_details.dwg90% SUBMISSION AF/HL DP 2017.08.21100% SUBMISSION 2017.09.11FOR WATER PERMIT TO CONSTRUCT 2017.09.21ISSUED FOR TENDER
AF/HL DPAF/HL DPAF/HL DP 2017.10.10
ISSUED FOR ADDENDUM 3 AF/HL DP 2017.10.27
3
3
FORT RUPERT ROAD
X
X
X
X
X
X
X
X
X
X
1+00
0
1+020
1+040
1+06
0
1+080
1+097
|
|
|
|
|
X
XX
X
X
X
X
GRAVEL ACCESS ROAD
REFER TO C302 FOR DETAILS
PRO
PERTY LIN
E
PROPERTY LINE
GRAVEL
1
2
2
LIMIT OF EXCAVATION ANDCLEARING AND GRUBBING (TYP)
LIMIT OF EXCAVATION ANDCLEARING AND GRUBBING (TYP)
PRO
PERTY LIN
E
16.7%
SWALE (TYP)DIRECT AWAY FROM
GRAVEL ACCESS ROAD
3
3
2
REFER TO C108 FOR CONTINUATION
65.92
65.84
PROPOSEDBUILDING
STORAGE TANK(TANK AND CONCRETEFOUNDATION NOT IN
CONTRACT)
F 70.00E70.00
RA-1
3.50
2.50
2.50 2.50
R15.00
R20.0
0
4
66
67
68
69
70
71
72
73
74
75
76
66
67
68
69
70
71
72
73
74
75
76
0+995 1+000 1+020 1+040 1+060 1+080 1+100 1+105
EXISTING GROUND
FINISHED GROUND
600Ø CULVERT
SCALE:ACCESS ROAD PROFILE
1:250H AND 1:50V
PVI STA=1+079.43PVI ELEV=72.06
K=2.1LVC=15.00
BV
CS
=1+
071.
93B
VC
E=
71.4
4
EV
CS
=1+
086.
93E
VC
E=
72.1
3
PVI STA=1+015.60PVI ELEV=66.77
K=1.5LVC=15.39
BV
CS
=1+
007.
90B
VC
E=
66.9
3
EV
CS
=1+
023.
29E
VC
E=
67.4
1
-2.00%
8.28%
1.00%
N
ORIGINAL SHEET - ISO A1
Consultants
File Name:
www.stantec.com
400 - 655 Tyee RoadVictoria BC
Dwn.Issued Appd. YY.MM.DD
ByRevision Appd. YY.MM.DD
Client/ProjectPermit-Seal
Drawing No.
Scale
Revision
Title
Project No.Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
\\C
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\111
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1117
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6\4_
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cont
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1_C
301.
dwg
10/
27/2
017
1:50
PM
OF
ITZ
GE
RA
LD
DISTRICT OF PORT HARDY
Port Hardy, BC Canada 111720046
WATERMAIN REPLACEMENT, FORT RUPERTRESERVOIR AND WATER TREATMENT SITEDEVELOPMENT - CONTRACT 1
111720046_contract1_C301.dwg
SCALE:
PLAN
1:250
FORT RUPERT RESERVOIRACCESS ROAD PLAN AND PROFILE
C301
AS SHOWN
CONSTRUCTION NOTES:INSTALL BARRIER GATE. REFER TO SHEET C201 FOR DETAILS
INSTALL RIP RAP ARMOURING ANGULAR 300mm SINGLE SIZE 20kg
INSTALL LANGLEY 11-13 PRECAST CONCRETE HEADWALL ORAPPROVED EQUIVALENT
INSTALL STOP SIGN (RA-1). REFER TO SHEET C201 FOR DETAILS
1
2
ISSUED FOR 90% SUBMISSION OF JB 2017.09.27
3
ISSUED FOR TENDER OF JB 2017.10.10
4
3
ISSUED FOR ADDENDUM 3 OF JB 2017.10.27
3
3
3
FORT RUPERT ROAD
W
W
WW
W
W
WW
X
X
X
X
X
X
X
X
X
X
X
X
DD
W
W
W
W
W
W
W
WW
W
X
XX
X
X
X
X
X X
GRAVEL ACCESS ROAD
GRAVEL
STORAGE TANKBOTTOM OF TANK ELEVATION 72.5m(TANK AND CONCRETE FOUNDATION
NOT IN CONTRACT)
PROPOSED BUILDINGMFE = 72.50
GENSET
PROPERTY LINE
GRAVEL ACCESS RO
AD
2+060
2+000
2+02
0
2+04
0
|
|
|
1+000
1+02
0
1+04
0
|
|
|
21
300Ø
PV
C C
900
350Ø
PV
C C
900
300Ø
PVC C
900
350Ø
PVC C
900
REFER TO C304 FOR DETAILS
INSTALL 600Ø KORFLOW CULVERTOR APPROVED EQUIVALENT
REFER TO C108 FOR CONTINUATION
INV 70.00
5
3
100Ø
PV
CUP
UP
UP
4
4
4
INV 65.92INV 65.84
67
68
69
70
71
72
73
67
68
69
70
71
72
73
GR
OU
ND
INV
ER
T
1+990 2+000 2+020 2+040 2+060 2+070
SCALE:WATERMAIN FROM TANK (350Ø)
1:200H AND 1:40V
EXISTING GROUND
350Ø PVC C900
PR
OP
ER
TY
LIN
ES
TA
2+
000
= S
TA
10+
557.
634
1.0
MIN
13.09%
8.61%
0.23%
4.79m CURVEMAX 2° DEFLECTION PER BELL
7.20m CURVEMAX 2° DEFLECTION PER BELL
300Ø PVC C900
300mm MIN
68.6
7
67.0
0
70.9
5
69.5
5
72.5
4
70.5
5
70.6
0
STORAGE TANK
45° HORIZ. BEND
90° VERT. BENDC/W THRUST BLOCK
FINISHED GROUND
45° HORIZ. BEND
TE
E
INSTALL PIPE ANCHOR BLOCKSPER MMCD DETAIL G8 FOR
SLOPES GREATER THAN 10%
CH
LOR
INE
AN
ALY
ZE
R A
ND
ME
TE
R C
HA
MB
ER
MH
1C
HLO
RIN
E IN
JEC
TIO
N M
AN
HO
LE
350Ø PVC C900 REFER TOC108 FOR CONTINUATION
67
68
69
70
71
72
73
67
68
69
70
71
72
73
GR
OU
ND
INV
ER
T
0+990 1+000 1+020 1+040 1+060
SCALE:WATERMAIN TO BUILDING (300Ø)
1:200H AND 1:40V
EXISTING GROUND
300Ø PVC C900
PR
OP
ER
TY
LIN
ES
TA
1+
000
= S
TA
15+
568.
628
1.0
MIN
350Ø PVC C900
300mm MIN
PROPOSEDBUILDING
300Ø PVC C900 REFER TOC108 FOR CONTINUATION
14.45m CURVEMAX 2° DEFLECTION PER BELL
7.50m CURVEMAX 2° DEFLECTION PER BELL
68.6
7
67.0
5
70.9
8
69.5
4
72.5
4
69.9
7
45° HORIZ. BEND45° HORIZ. BEND
2.15%
13.72%
0.21%
90° VERT. BENDC/W THRUST BLOCK
45° HORIZ. BEND
FINISHED GROUND
45° HORIZ. BEND
INSTALL PIPE ANCHOR BLOCKSPER MMCD DETAIL G8 FOR
SLOPES GREATER THAN 10%
N
ORIGINAL SHEET - ISO A1
Consultants
File Name:
www.stantec.com
400 - 655 Tyee RoadVictoria BC
Dwn.Issued Appd. YY.MM.DD
ByRevision Appd. YY.MM.DD
Client/ProjectPermit-Seal
Drawing No.
Scale
Revision
Title
Project No.Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
\\C
D12
08-F
04\w
orkg
roup
\111
7\ac
tive\
1117
2004
6\4_
draw
ings
\_cu
rren
t\Civ
il\11
1720
046_
cont
ract
1_C
303.
dwg
10/
27/2
017
1:05
PM
OF
ITZ
GE
RA
LD
DISTRICT OF PORT HARDY
Port Hardy, BC Canada 111720046
WATERMAIN REPLACEMENT, FORT RUPERTRESERVOIR AND WATER TREATMENT SITEDEVELOPMENT - CONTRACT 1
111720046_contract1_C303.dwg
CONSTRUCTION NOTES:300Ø PVC 45° HXH BEND C/W THRUST BLOCK
350Ø PVC 45° HXH BEND C/W THRUST BLOCK
INSTALL RIP RAP ARMOURING ANGULAR 300mm SINGLE SIZE 20kg
UTILITY POLE. REFER TO ELECTRICAL FOR DETAILS.
100Ø PVC DRAIN TO DAYLIGHT C/W RODENT FLAPGATE.
1
2
FORT RUPERT RESERVOIRSITE UTILITIES SHEET 1 OF 2
C303
AS SHOWN
ISSUED FOR 90% SUBMISSION OF JB 2017.09.27
SCALE:
PLAN
1:200
3
4
5
ISSUED FOR TENDER OF JB 2017.10.10
3
3
ISSUED FOR ADDENDUM 3 OF JB 2017.10.27