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REQUEST FOR QUALIFICATIONS Killiney & Westshore Water System Pump Station & Reservoir Upgrades File #: RQ16-273 Date of Issue: March 1st, 2016 Closing Location: By hand, mail or courier to:
Regional District of Central Okanagan Main Floor Reception 1450 KLO Road Kelowna, BC V1W 3Z4
Or email to: andy.brennan@cord.bc.ca Submission Date and Time: Proposals must be received prior to 3 pm Local Time March 22nd, 2016. Site Meeting: Date: Monday March 14th, 2016 Time: 11:00AM (Pacific Time) Location: Winchester Reservoir, 9408 Winchester Road, Killiney Beach, BC Regional District Contact: All enquiries must be directed to: Andy Brennan Purchasing Manager 1450 KLO Road Kelowna, BC V1W 3Z4 Tel: 250-469-6170 Email: andy.brennan@cord.bc.ca
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades
TABLE OF CONTENTS
1.0 PURPOSE ............................................................................................. 3
2.0 SCOPE OF WORK .................................................................................... 3
3.0 ANTICIPATED SCHEDULE .......................................................................... 4
4.0 ENQUIRIES ........................................................................................... 5
5.0 FINAL DATE AND TIME FOR RECEIPT OF SUBMISSIONS ....................................... 5
6.0 LATE SUBMISSIONS ................................................................................. 5
7.0 AMENDMENTS TO SUBMISSIONS .................................................................. 6
8.0 ELIGIBILITY .......................................................................................... 6
9.0 CONTACTS DURING THE RFQ PROCESS ......................................................... 6
10.0 NO OBLIGATION TO PROCEED ................................................................. 6
11.0 EVALUATION COMMITTEE ....................................................................... 6
12.0 EVALUATION AND SELECTION ................................................................. 6
13.0 SUBMISSION REQUIREMENT ..................................................................... 7 FOR PROPONENTS TO COMPLETE AND RETURN:
APPENDIX A – PROPONENT QUALIFICATION FORM ................................................... 8 DRAWINGS & SPECIFICATIONS FOR INFORMATION:
EXHIBIT A – 90% DESIGN DRAWINGS ................................................................... 14
EXHIBIT B – GEOTECHNICAL REPORT ................................................................. 46
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades 1.0 PURPOSE
The Regional District of Central Okanagan (Regional District) has issued this Request for Qualifications (RFQual) in order to establish a list of proponents with the necessary expertise, availability and resources to perform the project outlined under the Scope of Work below. Only those proponents that pre-qualify will be eligible to submit a tender to the upcoming Invitation to Tender (ITT) process that is anticipated to follow this RFQual. This process is not intended as a pre-qualification of subcontractors or suppliers that may be retained by the proponent.
2.0 SCOPE OF WORK
The successful tenderer to the anticipated ITT will provide all construction services for the project as outlined below:
2.1 Context - Westshore & Killiney Beach Water Systems:
In 2016, the Regional District plans to complete projects to upgrade the water systems in both the Westshore Estates and Killiney Beach communities. Both communities are located on the west side of Okanagan Lake. Westshore Estates is located approximately 10km north of Fintry, BC and covers approximately 530 lots in the service area. Killiney Beach is located approximately 6km north of Fintry, BC and covers approximately 420 lots in the service area. For construction, the water system upgrades for both communities will be split into 2 contracts: Contract #1: Killiney Water Systems Upgrade (Underground Works) Contract #2: Killiney & Westshore Water System Pump Station and Reservoir Upgrades This RFQual is for Contract #2 only – the Killiney & Westshore Water System Pump Station & Reservoir Upgrades. A separate RFQual process has been issued for Contract #1.
2.2 Killiney & Westshore Water System Pump Station & Reservoir Upgrades:
2.2.1 Summary: The Killiney & Westshore Water System Pump Station & Reservoir Upgrades (herein referred to as the “Work”) includes the following: • Killiney Beach community:
o Construction of a new water pump station at 9408 Winchester Road that consists of a 75hp low flow pump, pressure tanks, variable frequency drives, process pipeworks, generator and miscellaneous building components;
o All site preparation, structural, mechanicals, process piping, HVAC, electrical and instrumentation work;
o Commissioning of the pump station including training of the operators of the new system components;
o Construction of a 585 cubic meter concrete storage reservoir at 9408 Winchester Road
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades
• Westshore Community: o Construction of a single cell 500 cubic meter buried concrete
reservoir located at the Mountain Avenue Pump Station and Reservoir site;
o Construction of a two-cell 1100 cubic meter buried concrete reservoir located at the existing Upper Reservoir site.
This work is partly fund through Federal, Provincial and Regional District funding, including the Small Communities Fund (Newbuild Canada Fund).
2.2.2 90% Drawings: Detailed Drawings at the 90% stage are attached to this RFQual as Exhibit A. These drawings provide a detailed overview of the Work. The drawings will be amended and added to by the time the anticipated Invitation to Tender is issued for the Work, but should provide proponents with a detailed overview of the intended works.
2.2.3 CCDC2: The anticipated Invitation to Tender for the Work will be issued using the Canadian Construction Documents Committee - CCDC2 – Stipulated Price Contract (2008), together with Regional District supplementary conditions. The successful contractor will enter into an agreement with the Regional District for this Work based on this contract.
2.2.4 Consultant: The Regional District has employed Urban Systems Ltd to perform contract administration and inspection services for this Work. Urban Systems will perform all duties of the “Consultant” between the Regional District and the Contractor, as defined under CCDC2.
2.2.5 Project Designer: The Regional District has employed Agua Consulting Inc. to perform all project design work on this project.
3.0 ANTICIPATED SCHEDULE
The following activities and dates are anticipated by the Regional District and shall be considered by the proponents in the preparation of their submission.
Activity Anticipated Date
Close of this RFQual March 22nd, 2016 Site Meeting March 14th, 2016 at 11am Notify pre-qualified proponents Late March Issue CCDC2 Invitation to Tender to short-listed proponents Early April
Close CCDC2 Invitation to Tender Late April Award to successful Tenderer Late April
Work to be complete
Preference for work to be complete by December 31st, 2016, however the final date for Total Completion to be achieved is March 31st, 2018.
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades 4.0 SITE MEETING
In order to clarify the required services, and to answer proponent queries, there will be a non-mandatory site meeting on March 14th, 2016 at 11am at the Winchester Reservoir,9408 Winchester Road, Killiney Beach, Vernon, BC (approximately 6km north of Fintry, BC) . Attendees will be given a walk-through of the Work, plus an opportunity to ask questions with the Regional District, Consultant and Project Designer. Interested proponents are strongly encouraged to attend this site meeting in order familiarize themselves with the Work. There will be no site meeting during the anticipated Invitation to Tender process, so this will be the only opportunity for proponents to attend the site with the Regional District and the team.
5.0 ENQUIRIES
All enquiries related to this Request for Qualifications are to be directed, in writing, to the following person. Information obtained from any other source is not official and should not be relied upon. Enquiries and responses will be recorded and may be distributed to all proponents at the Regional District’s option.
Andy Brennan – Purchasing Manager Regional District of Central Okanagan 1450 KLO Road Kelowna, BC V1W 3Z4 Tel: 250-469-6170 Email: andy.brennan@cord.bc.ca
6.0 FINAL DATE AND TIME FOR RECEIPT OF SUBMISSIONS
Submissions, clearly labelled “RQ16-273 – Killiney & Westshore Water System Pump Station & Reservoir Upgrades RFQual” will be received at the Main Reception, Regional District of Central Okanagan, 1450 KLO Road, Kelowna, BC V1W 3Z4 up until 3 PM Local Time on March 22nd, 2016. Submissions may also be submitted by email to the Regional District Purchasing Manager – Andy Brennan at andy.brennan@cord.bc.ca up until this same close time and date.
7.0 LATE SUBMISSIONS
Late submissions will not be accepted and will be returned to the proponent unopened.
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades 8.0 AMENDMENTS TO SUBMISSIONS
8.1 A proponent may amend a submission by giving written notice, delivered to the Regional District Purchasing Manager by hand, mail, or email to: andy.brennan@cord.bc.ca at any time up until the closing date and time.
8.2 An amendment must be signed by an authorized signatory.
9.0 ELIGIBILITY
Submissions will not be evaluated if the proponent’s current or past corporate or other interests may, in the Regional District’s opinion, give rise to a conflict of interest in connection with this project.
10.0 CONTACTS DURING THE RFQ PROCESS
Only the Purchasing Manager for the Regional District of Central Okanagan (or designate) is the Regional District’s representative authorized to communicate and otherwise deal with proponents and all proponents must communicate and otherwise deal with that person only. Contact with any other Regional District representative, including Members of Council, officers or employees of the Regional District regarding this RFQual or a proponent’s submission may result in that submission being removed from consideration for this and any future competitions.
11.0 NO OBLIGATION TO PROCEED
The receipt by the Regional District of any information (including any submissions, ideas, plans, drawings, models or other materials communicated or exhibited by any intended proponent, or on its behalf) shall not impose any obligations on the Regional District. There is no guarantee by the Regional District, its officers, employees or agents, that the process initiated by the issuance of this RFQual will continue, or that this RFQual process or any anticipated Invitation to Tender process will result in a contract with the Regional District.
12.0 EVALUATION COMMITTEE
Evaluation of submissions will be by a committee formed by the Regional District and may include Regional District staff, plus the Contract Administrator and the Project Designer.
13.0 EVALUATION AND SELECTION
Each proponent’s submission will be scored by the Evaluation Committee against the evaluation criteria listed below. Proponents scoring above the minimum score will be deemed qualified and thus will be invited to participate in any future Invitation to Tender process for the Work.
.1 Evaluation Criteria and Minimum Score:
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades
Criteria Minimum Score (must be achieved to be qualified)
Ability, Experience & Historical Performance* of Proponent 50 out of 100
Project Team Suitability 50 out of 100
Availability of Proponent 50 out of 100
Evaluation of the above criteria will be based primarily upon the responses provided by the proponent in Appendix A – Proponent Qualification Form. By responding to this RFQual, proponents will be deemed to have agreed that the decision of the Evaluation Committee will be final and binding. It is the proponent’s responsibility to ensure that their submission addresses all evaluation criteria to receive full consideration. * The Regional District may contact references provided by proponents at the discretion of the Regional District. The Regional District may also contact references known to the Regional District, including Regional District Staff, but not provided by the proponents. Any information obtained from references may be used by the Regional District in evaluation of the submissions.
14.0 SUBMISSION REQUIREMENT
Three copies of the submission should be submitted if submitting in paper version by hand, mail or courier. Only one copy is required if submitting by email.
Submissions should include just the Appendix A included in this RFQual. Proponents may attach further information if they wish.
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades
APPENDIX A - PROPONENT QUALIFICATION FORM
(TO BE COMPLETED AND RETURNED WITH SUBMISSION) Please answer all questions and if necessary, you may supplement answers with separate sheets of paper and attach them to this Appendix A.
1. Proponent Information:
Please fill out the following form, and name one person to be the contact for the RFQual response and for any clarifications that might be necessary.
Full Legal Name of Proponent:
Any Other Relevant Name under Which the Proponent Carries on Business:
Street Address: City, Province/State:
Postal Code: Phone Number: Fax Number:
Company Website (If Any): RFQual Contact Person and Title:
RFQual Contact Phone: RFQual Contact Facsimile:
RFQual Contact E-mail:
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades
2. Legal Structure of Proponent: Year Established:
Joint Venture __ Corporation __ Partnership __ Registered __ Sole Proprietor __
Other: _____________________________________________________________________________________ Names and Titles of Officers, Partners, Principal:
Name:
___________________________________________________________________________________________________________________________________________________________________________________________________
Title / Position:
_______________________________________________________________________________________________________________________________________________________________________________________________________________________
3. Financial References: a. Bank Name: Location: Contact Person(s): Phone: Fax: E-mail: b. Bonding Company: Location: Contact Person(s): Phone: Fax: E-mail:
4. Annual value of construction work for the past five years:
Year Value
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades 5. Principal projects completed in the past five years. (Please list in Appendix A1)
6. Similar or related projects completed. (Please list in Appendix A2) 7. Major construction projects underway this date. (Please list in Appendix A3)
8. Key site personnel proposed for the project (e.g. Project Manager, Superintendent, Foreman, etc.)
Please attached resumes to your submission for each key site personnel listed below.
Name Title/Position
_________________________________________
_________________________________________
_________________________________________
9. Portions of the Work that your company would expect to sub-contract on this project:
Works to be Subcontracted: Potential Subcontractor Names:
_________________________________ _________________________________________
_________________________________ _________________________________________
_________________________________ _________________________________________ 10. What overall percentage of the work would you expect to be subcontracted?
______ % 11. Health and Safety Program/Record Please check the appropriate box below, and provide details if applicable:
# of Safety Incidents within the past five
years
# of safety incidents (including accidents, injuries or fatalities as defined by WorkSafe BC) occurring during the day.
□ zero incidents □ 1 to 2 incidents □ ≥ 3 incidents Details of any incidents are to be provided in the space provided below. Attach a separate sheet if necessary.
Details (if applicable): ____________________________________________________________________________________ ____________________________________________________________________________________
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades
PRINCIPAL PROJECTS COMPLETED OVER THE LAST 5 YEARS: APPENDIX A1
Project Title and Location:
Description: Project Value:
Owner: Date Completed:
Refer to: Phone: Fax:
Consultant:
Refer to: Phone: Fax:
Project Title and Location:
Description: Project Value:
Owner: Date Completed:
Refer to: Phone:
Fax:
Consultant:
Refer to: Phone: Fax:
Project Title and Location:
Description: Project Value:
Owner: Date Completed:
Refer to: Phone: Fax:
Consultant:
Refer to: Phone: Fax:
Project Title and Location:
Description: Project Value:
Owner: Date Completed:
Refer to: Phone: Fax:
Consultant:
Refer to: Phone: Fax:
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades
SIMILAR OR RELATED PROJECTS COMPLETED: APPENDIX A2
Project Title and Location:
Description: Project Value:
Owner: Date Completed:
Refer to: Phone: Fax:
Consultant:
Refer to: Phone: Fax:
Project Title and Location:
Description: Project Value:
Owner: Date Completed:
Refer to: Phone: Fax:
Consultant:
Refer to: Phone: Fax:
Project Title and Location:
Description: Project Value:
Owner: Date Completed:
Refer to: Phone: Fax:
Consultant:
Refer to: Phone: Fax:
Project Title and Location:
Description: Project Value:
Owner: Date Completed:
Refer to: Phone: Fax:
Consultant:
Refer to: Phone: Fax:
RQ16-273 Killiney & Westshore Water System Pump Station & Reservoir Upgrades
MAJOR CONSTRUCTION PROJECTS UNDERWAY AS AT TIME OF SUBMISSION: APPENDIX A3
Project Title and Location:
Description: Project Value:
Scheduled Completion Date: Percent Completed: %
Owner:
Refer to: Phone: Fax
Consultant:
Refer to: Phone: Fax
Project Title and Location:
Description: Project Value:
Scheduled Completion Date: Percent Completed: %
Owner:
Refer to: Phone: Fax:
Consultant:
Refer to: Phone:
Project Title and Location:
Description: Project Value:
Scheduled Completion Date: Percent Completed: %
Owner:
Refer to: Phone: Fax:
Consultant:
Refer to: Phone: Fax:
Project Title and Location:
Description: Project Value:
Scheduled Completion Date: Percent Completed: %
Owner:
Refer to: Phone: Fax:
Consultant:
Refer to: Phone: Fax:
KILLINEY BEACHWATER UTILITY
WESTSHOREWATER UTILITY
WINCHESTERRESERVOIR &PUMP STATION
UPPERRESERVOIR
WESTSHORE WATER UTILITY
KILLINEY BEACH WATER UTILITY
MOUNTAINRESERVOIR
9420
9392
Meters
630
9420
9392
Meters
630
Meters
630
Meters
630
Preliminary2016-02-29 2:13:33 PM
Preliminary2016-02-29 2:13:33 PM
Preliminary2016-02-29 2:13:33 PM
Preliminary2016-02-29 2:13:33 PM
Preliminary2016-02-29 2:13:33 PM
Preliminary2016-02-29 2:13:33 PM
GENERATOR
PANEL"A"
200A, 120/240V, 1ØBREAKER
PANEL
JOCKEYPUMP (#3)
FIREPUMP (#4)
4P, 3Ø, 600AAUTOMATICTRANSFER SWITCH
LIGHTNINGARRESTOR
PUMP #1 PUMP #2
METERING(1Ø WITH PROVISIONS FOR FUTURE 3Ø)
600600
1530
L3 (FUTURE)L1N L2
NL1L2L3
1.60
1.305.
30
10 60W 4' LED
LIGHT SWITCH
OUTDOOR LED WALLPACK C/W PHOTOCELL2
A.R.
COMBINATION EXIT/EMERGENCY LIGHT C/W BATTERY2
LITHONIA
LITHONIA
OPEN
OPEN
FEM4LED 4L IMACD WLF
OPEN
TWP LED 30C 700 50K T3M PE
OPEN
A.R. OPEN OPEN
2 OPEN OPEN EXHAUST FAN THERMOSTAT
3 OPEN OPEN 240V, 3kW UNIT HEATER C/W THERMOSTAT
1
12
11
10
7
6
5
4
3
2
ITEM QTY
PUMPHOUSE MATERIAL LIST
PART # DESCRIPTIONMANUFACTURER
8
1 MOTOR CONTROL CENTREPER SPEC PER SPEC
1 PANEL "A", 120/240V, 200A 1Ø, 24CCT, MAIN BREAKEROPEN OPEN
13
1 OPEN OPEN SURGE SUPPRESSOR
14
GFI RECEPTACLE
11
15
9
1 SERVICE MAST TO BC HYDRO STANDARDSOPEN PER HYDRO SPEC
16
17
2 GREYSTONE TE5OOAS121A2 (0-50°) TEMPERATURE TRANSMITTER
18
19
20
1 SIEMENS OPEN XPS-15 LEVEL TRANSDUCER
1 FLYGT OPEN HIGH LEVEL FLOAT SWITCH
1 FLYGT OPEN LOW LEVEL FLOAT SWITCH
1 OPEN OPEN AUTO TRANSFER SWITCH
DESCRIPTION
4
CB
2
BKR SIZEBAWATTS
15A
15A
1
BKR SIZE CB
3
DISTRIBUTION PANEL "A"
6
8
5
7
9
DESCRIPTION
200A MAIN BREAKER
EMERGENCY LIGHTS
MAIN ROOM RECEPTACLES
15A
15A
1211
15A
10
-
OUTDOOR LIGHTS
120/240VAC, 1Ø, 3W, 200A
MAIN ROOM EXHAUST FAN 15A
GENERATOR ROOM RECEPTACLES
INDOOR LIGHTS
1413GEBERATOR ROOM EXHAUST FAN 15A
1615
181720A
15A
2019
UNIT HEATER #1
15A
2221UNIT HEATER #2 20A
15A
2423 SPARE
-
1
1
-
-
-
-15A
PLC CONTROL PANEL15A 1
-15A
15A -
-15A
2
3
2
2
10
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
15A -
-15A
15A -
-15A
SPARE
SPARE
SPARE
SPARE
2625 15A
2827 15A
3029 SPARE
-
-
-15A
SPARE
SPAREUNIT HEATER #3 20A1
SPARE 15A-
SPARE 15A-
PROJECT #: DRAWING #:
DRAWN BY:
DESIGNED BY:
DATE:
SCALE:
CONSULTANT SEAL:
WINCHESTERPUMP STATION
BUILDING LAYOUTAND THREE LINE
DIAGRAM
173-001 E01
RDCO
JB
TDU
JANUARY 2016
N.T.S.
FEB29/16
ISSUED FOR REVIEW IS TDU1
1
10
WIR
EW
AY
2"x3"
10 WIREWAY 2"x3"
10
WIR
EW
AY
2"x3"
10 WIREWAY 2"x3"
10 WIREWAY 2"x3"
32 5 6 6
PLC RACK 1
SP
AR
E
23
15
16
NEMA 12 CONTROL PANEL, 36"x48"x12"OPENOPEN11
20
15
16
17
18
19
12
13
14
11
10
9
8
7
6
5
4
3
2
AR OPEN OPEN CAT 5E ETHERNET CABLE
ITEM QTY
CONTROL PANEL MATERIAL LIST
PART # DESCRIPTION
WIREWAY 2"x3"
CIRCUIT BREAKERS
PANDUIT OR EQ.
4201 SERIESWEIDMULLERAR
OPEN
DIN RAIL
GROUND BUS
OPEN
OPEN
OPEN
OPEN
AR
UPSGXT1000MT-1201 LIEBERT
1 1469470000WEIDMULLER WEIDMULLER PRO 72W, 24VDC POWER SUPPLY
1 D2-260-1 PLC CPU
1 D2-08B-1 8 SLOT PLC BASE W/ 110V POWER
21
22
23
24
AR
AR
DISCONNECT TERMINAL BLOCK (10A)WTR 2.5AR WEIDMULLER OR EQ.
GROUND TERMINAL BLOCKWPE 2.5AR WEIDMULLER OR EQ.
FUSE BLOCKOPENAR OPEN
GLASS FUSE (25% SPARE)OPENAR OPEN
MOUNTED BOX FOR SPARE FUSESOPEN1 OPEN
AC TERMINALS (15A)OPENAR OPEN
1 H2-ECOM100 ETHERNET MODULE
MANUFACTURER
KOYO DIRECTLOGIC *
KOYO DIRECTLOGIC *
KOYO DIRECTLOGIC *
KOYO DIRECTLOGIC *1
1
2 KOYO DIRECTLOGIC *
D2-32ND3-2 32-POINT 24VDC INPUT MODULE
F2-08AD-1 8-POINT 4-20mA ANALOG INPUT MODULE
UPS PLUGPER NOTE1 OPEN
* PRODUCTS ARE AVAILABLE THROUGH AUTOMATIONDIRECT.COM
NOTE: PANEL BUILDER TO SUPPLY PLUGS ATBOTTOM OF PANEL FOR QUICK CONNECT /DISCONNECT OF UPS.
14 UPS13
1 SE-SW9U-ST STRIDE * SLIM LINE INDUSTRIAL ETHERNET SWITCH (8 RJ45, 1FIBRE PORT)
LAPTOP RECEPTACLEOPEN1 OPEN
25
25
1
31
26
HMI
1 EA7-T8CAUTOMATION DIRECT * C-MORE HMI, 8" COLOUR26
27
28
KOYO DIRECTLOGIC *1 D2-08TD2 8-POINT 24VDC OUTPUT MODULE
29
8
DPDT, 24VDC RELAYMY2N-D2OMRON
PYF09A-EOMRON DPDT, 24VDC BASE
9
30
9
31
KOYO DIRECTLOGIC *1 F2-08DA-1 8-POINT 4-20mA ANALOG OUTPUT MODULE
32 33 34
7 4
1 OPENOPEN EXISTING RADIO MODEM (RELOCATE FROM OLD PANEL)
25
1 TELEMECANIQUE XB4BVB4 22mm RED PILOT LIGHT ASSEMBLY
TELEMECANIQUE XB4BA21 PUSH-BUTTON ASSEMBLY
LAMACOIDS AS PER SCHEDULEOPENAR OPEN
1
1 XB4BVB3TELEMECANIQUE 22mm GREEN PILOT LIGHT ASSEMBLY32
33
34
35
LAMACOID SCHEDULE
PLC CONTROL PANEL
CONTROL POWER
ALARM
ALARM RESET
SIEMENS 7ML5050-0AB11-1DA0 SITRANS LUT420 LEVEL CONTROLLER C/W REMOTE DISPLAY *SEE NOTE
*NOTE: LUT 420'S REMOTE DISPLAY TO BE MOUNTED ON DOOROF PLC PANEL AND BASE UNIT TO BE MOUNTED ON DIN RAIL
30
30
RESERVOIR LEVEL
4 OPENOPEN ETM
27 27 2727
PUMP #1
PUMP #2
JOCKEY PUMP (#3)
FIRE PUMP (#4)
10
WIR
EW
AY
2"x3"
2 2 2 2 2 5 2 2 2 2 2 1 22 2 2 2 1 2
17 9
ANALOG I/P
10 WIREWAY 2"x3"
10 WIREWAY 2"x3"
21 22
10 WIREWAY 2"x3"
PROJECT #: DRAWING #:
DRAWN BY:
DESIGNED BY:
DATE:
SCALE:
CONSULTANT SEAL:
WINCHESTERPUMP STATION
CONTROL PANELAND
MATERIAL LIST
173-001 E02
RDCO
JB
TDU
JANUARY 2016
N.T.S.
FEB29/16
ISSUED FOR REVIEW IS TDU1
PUMP #2 RUN STATUS
JOCKEY PUMP (#3) RUN STATUS
FIRE PUMP (#4) RUN STATUS
SECURITY ALARM
CONTROL POWER ON
1161
1161
1161
1161
1161
1161
D2-32ND3-2DIGITAL INPUTS
RACK 1SLOT 0
1161
1161
1161
1161
1161
1161
SECURITY STATUS
PUMP #1 RUN STATUS
D2-06B-1
PLC POWERL1 N
G
24VDCPOWER SUPPLYL N
G
OPERATOR INTERFACEPOWEREA7-78C
+ -G
GCONTROL POWERPILOT LIGHT
H AO
1161
1161
1161
1161
1161
1161
1161
1161
1161
1161
1161
1161
1161
1161
1161
1161
1161
1161
PUMP #1 AUTO STATUS
ALARM RESET
PUMP #2 AUTO STATUS
FLOWMETERFIT101L1 L2/N
G
1161
LS3
LS4
EXISTING WINCHESTER RESERVOIRHIGH LEVEL ALARM
EXISTING WINCHESTER RESERVOIRLOW LEVEL ALARM
ETHERNET SWITCHPOWER+ -
G
1161
H AO
F2-08TRSDIGITAL OUTPUTS
RACK 1SLOT 1
SPARE
ALARM PILOT LIGHT
SPARE
SPARE
PUMP #1 RUN COMMAND
PUMP #2 RUN COMMAND
PUMP #3 RUN COMMAND
FIRE PUMP RUN COMMAND
RALARMPILOT LIGHT
RADIO MODEMPOWER+ -
G
PUMP #1 FAULT STATUS
PUMP #2 FAULT STATUS
LS5
LS6
NEW WINCHESTER RESERVOIRHIGH LEVEL ALARM
NEW WINCHESTER RESERVOIRLOW LEVEL ALARM
H AO
H AO
JOCKEY PUMP (#3) AUTO STATUS
FIRE PUMP (#4) AUTO STATUS
JOCKEY PUMP (#3) FAULT STATUS
FIRE PUMP (#4) FAULT STATUS
GENERATOR RUN STATUS
GENERATOR FAULT STATUS
AUTO TRANSFER SWITCHAUTO POSITION
AUTO TRANSFER SWITCHHAND POSITION
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
PUMP #3 ETM
FIRE PUMP ETM
PUMP #1 ETM
PUMP #2 ETM
PLC
HMI
FOR LAPTOP
RADIO
PROJECT #: DRAWING #:
DRAWN BY:
DESIGNED BY:
DATE:
SCALE:
CONSULTANT SEAL:
WINCHESTERPUMP STATION
PLCSCHEMATIC (1/2)
173-001 E03
RDCO
JB
TDU
JANUARY 2016
N.T.S.
FEB29/16
ISSUED FOR REVIEW IS TDU1
PIT101
0VDC
+24VDC
CH1+
F2-08AD-1ANALOG INPUT
RACK 1SLOT 21181 1182
CH2+
CH4+
CH3+
F2-08AD-1
GND
1182
4051
GND
GND
GND
1182
1182
1182
4091
CH1-
CH2-
CH4-
CH3-
+
-
PIT102
+
-
CH5+
CH5-
CH6+
CH6-
CH7+
CH7-
CH8+
CH8-
GND
1182
GND
GND
GND
1182
1182
1182
1181
LT102
+
-
0VDC
+24VDC
CH1+
F2-08AD-1ANALOG INPUT
RACK 1SLOT 31181 1182
CH2+
CH4+
CH3+
F2-08AD-1
GND
1182
GND
GND
GND
1182
1182
1182
CH1-
CH2-
CH4-
CH3-
CH5+
CH5-
CH6+
CH6-
CH7+
CH7-
CH8+
CH8-
GND
1182
GND
GND
GND
1182
1182
1182
5251
1181
1181
AIT103
AIT102
F2-08DA-1ANALOG OUTPUT
RACK 1SLOT 4
1-O
1-I
1191 1192
2-I
2-O
3-I
3-O
0V
24V
4-O
4-I
1192
6031
6071
GND
GND
6111
GND
6151
GND
1192
1192
1192
SIC102
SIC103
SIC101
4131
LT101
+
-
NEW RESERVOIR LEVEL
EXISTING RESERVOIR LEVEL
UPPER ZONE (DISCHARGE)PRESSURE (PZ640)
SUCTION PRESSURE4171
+
-
TT101
4251
+
-
FIT101
SPARE
PUMP #1 CURRENTOUTPUT
PUMP #2 CURRENTOUTPUT
FIRE PUMP (#4) CURRENTOUTPUT
SPARE
SPARE
SPARE
5-O
5-I
6-O
6-I
7-O
7-I
8-O
8-I
GND
6191
GND
1192
6231
GND
1192
6271
GND
1192
6311
GND
1192
PUMP #1 VFDSPEED COMMAND
PUMP #2 VFDSPEED COMMAND
FIRE PUMP (#4) VFDSPEED COMMAND
SPARE
SPARE
5291
5331
SPARE
SPARE
MAIN ROOMTEMPERATURE
SPARE
SPARE
SPARE
4291
4331
DISCHARGE FLOW
1181
AIT101
5211
5171
+
-
TT102
GENERATOR ROOMTEMPERATURE
PROJECT #: DRAWING #:
DRAWN BY:
DESIGNED BY:
DATE:
SCALE:
CONSULTANT SEAL:
WINCHESTERPUMP STATION
PLCSCHEMATIC (2/2)
173-001 E04
RDCO
JB
TDU
JANUARY 2016
N.T.S.
FEB29/16
ISSUED FOR REVIEW IS TDU1
U V W
26
25
24
22
21
L1 L2 L3
8
6
L1
L2
L3
10HP
3141 1172
OFF
AUTO HAND
PUMP #1 RUN STATUS
PUMP #1 FAULT STATUS
PUMP #1 AUTO STATUS
18
SVX9000VFD
19
4
51192
6031AUTO MODE
PUMP SPEEDFROM PLC OUTPUT
(4-20mA)
AI2+
AI2-
AO1+
AO1-1182
505
OUTPUT CURRENTTO PLC INPUT (4-20mA)
23
RO1
RO1
RO1
RO2
RO2
RO2
16
13
11CMA
GND
DIN6
DIN1
24V
U V W
26
25
24
22
21
L1 L2 L3
8
6
L1
L2
L3
10HP
3161 1172
OFF
AUTO HAND
PUMP #2 RUN STATUS
PUMP #2 FAULT STATUS
PUMP #2 AUTO STATUS
1192
6071
PUMP SPEEDFROM PLC OUTPUT (4-20mA)
1182
509
OUTPUT CURRENTTO PLC INPUT (4-20mA)
23
RO1
RO1
RO1
RO2
RO2
RO2
16
13
11CMA
GND
DIN6
DIN1
24V
U V W
26
25
24
22
21
L1 L2 L3
8
6
L1
L2
L3
75HP
3121 1172
OFF
AUTO HAND
FIRE PUMP (#4) RUN STATUS
FIRE PUMP (#4) FAULT STATUS
FIRE PUMP (#4) AUTO STATUS
1192
6111
PUMP SPEEDFROM PLC OUTPUT (4-20mA)
1182
513
OUTPUT CURRENTTO PLC INPUT (4-20mA)
23
RO1
RO1
RO1
RO2
RO2
RO2
16
13
11CMA
GND
DIN6
DIN1
24V
24V FROM LINE 212(SEE E3)
24V FROM LINE 213(SEE E3)
24V FROM LINE 225(SEE E3)
24V FROM LINE 204(SEE E3)
24V FROM LINE 210(SEE E3)
24V FROM LINE 205(SEE E3)
24V FROM LINE 211(SEE E3)
24V FROM LINE 207(SEE E3)
24V FROM LINE 223(SEE E3)
OFF
AUTOHAND
24V FROM LINE 224(SEE E3)
JOCKEY PUMP (#3) AUTO STATUS
JOCKEY PUMP (#3) RUN STATUS
JOCKEY PUMP (#3) FAULT STATUS
24V FROM LINE 206(SEE E3)
24V FROM LINE 222(SEE E3)
2
3
AI1+
AI1-
HAND MODEMANUAL PUMP SPEED
POTENTIOMETER
1 +10Vref
18
19
4
5
AI2+
AI2-
AO1+
AO1-
2
3
AI1+
AI1-
HAND MODEMANUAL PUMP SPEED
POTENTIOMETER
+10Vref
SVX9000VFD
SVX9000VFD
18
19
4
5
AI2+
AI2-
AO1+
AO1-
2
3
AI1+
AI1-
HAND MODEMANUAL PUMP SPEED
POTENTIOMETER
1 +10Vref
14DIN4
14DIN4 14DIN4
NOTE:VFD TO BE SIZED FOR 10HPWITH SINGLE PHASE INPUT
NOTE:VFD TO BE SIZED FOR 10HPWITH SINGLE PHASE INPUT
NOTE:VFD TO BE SIZED FOR 75HPWITH SINGLE PHASE INPUT
PROJECT #: DRAWING #:
DRAWN BY:
DESIGNED BY:
DATE:
SCALE:
CONSULTANT SEAL:
WINCHESTERPUMP STATION
VFD AND STARTERWIRING DIAGRAMS
173-001 E05
RDCO
JB
TDU
JANUARY 2016
N.T.S.
FEB29/16
ISSUED FOR REVIEW IS TDU1
496
501
492478
Meters
630
Meters
31.50
Preliminary2016-02-29 2:13:34 PM
Preliminary2016-02-29 2:13:34 PM
Preliminary2016-02-29 2:13:34 PM
Preliminary2016-02-29 2:13:34 PM
Meters
630
Meters
31.50
Preliminary2016-02-29 2:13:33 PM
Preliminary2016-02-29 2:13:33 PM
Preliminary2016-02-29 2:13:34 PM
Preliminary2016-02-29 2:13:34 PM
Cascade 201 – 1889 Spall Road Kelowna, BC, V1Y 4R2 Geotechnical Ltd. Phone: 250-878-6446 Fax: 250-762-8073
- 1 -
Cascade File No: J15-1416 November 26, 2015 Email: rhrasko@shaw.ca Agua Consulting Inc. 3660 Anderson Road Kelowna, BC V1W 4H3 Attention: Mr. Bob Hrasko, P.Eng. Subject: Geotechnical Assessment Water System Upgrades
Killiney Beach and Westshore Estates West Kelowna, B.C.
1.0 INTRODUCTION
Cascade Geotechnical Ltd. (Cascade) understands that the Regional District of Central Okanagan is considering upgrading the water supply systems at the Winchester Road site (Killiney), and the Mountain Reservoir and Upper Reservoir sites (Westshore Estates). We have carried out a geotechnical investigation of the soil and groundwater conditions at all three reservoir sites. This report presents the results of the subsurface investigation, and recommendations for site preparation and foundation design for each location.
2.0 PROJECT DESCRIPTION
The three existing reservoir sites are located 33 to 37 km north of Kelowna on the west side of Okanagan Lake, in the Killiney Beach and Westshore Estates residential areas. We understand the upgrading will include the following: Winchester Road The Winchester Road site will include a new reservoir near the existing reservoir, and a pump station close to Winchester Road. The depth for the reservoir floor slab will be approximately 4m below grade. The new pump station is expected to be downslope of the existing pump station. Upper Reservoir The Upper Reservoir site will have a floor slab elevation approximately 2.5 to 3 below ground elevation, and will be located south of the existing four culvert reservoirs.
J15-1416 November 26, 2015
Cascade Geotechnical Ltd. - 2 -
Mountain Reservoir The Mountain Reservoir site will include a new culvert pipe reservoir located northwest of the three existing culvert pipes. The depth of the new culvert pipe will be approximately 4 m below ground elevation.
3.0 FIELD INVESTIGATION
On November 11, 2015, four test pits were excavated using a Case 580 rubber-tired backhoe provided by Wayne Watson Excavating, of West Kelowna. Two test pits were excavated at the Winchester Road site, and one test pit at Mountain Reservoir and Upper Reservoir sites. The excavation of the test pits was supervised and logged in the field by the author of this report. The test pits were excavated to depths of between 2.6 and 3.7 m below ground elevation, and were loose backfilled upon completion. The approximate location of the test pits are presented on the attached Figures 1 and 2, in Appendix A. A written log of each test pit was produced and includes a description of the soil types encountered, depth and thickness of the soil types, and visual classifications and consistency of the subsurface soils. Detailed test pit logs are attached as Figure Nos. TP-01 to TP-04, in Appendix B.
4.0 SUBSURFACE CONDITIONS
Winchester Road The soil conditions encountered in the area of the reservoir and pump station (TP-01 and 02) consisted of a layer of topsoil underlain by sand and gravel. The sand and gravel had a trace to some silt, and frequent cobbles and boulders to about 1.5 m below ground elevation. The deposits were compact, damp and light brown. Upper Reservoir The soil conditions encountered immediately south of the existing reservoir (TP-03) consisted of a 0.3 m thick layer of loose to compact, silty sand and gravel fill, underlain by dense sand and gravel till. The till was generally silty, damp and light greyish brown. Mountain Reservoir The soil conditions encountered immediately west of the existing reservoir (TP-04) consisted of a 0.15 m thick layer of topsoil and roots, underlain by a 1.0 m thick layer of sand and gravel, which in turn was underlain by fine grained sand. The sand and gravel layer had some cobbles and was silty, loose to compact, damp and light brownish grey. The sand was fine grained, had a trace of to some silt, and was compact, damp and light grey.
J15-1416 November 26, 2015
Cascade Geotechnical Ltd. - 3 -
No groundwater or seepage was encountered at any of the test pit locations and is anticipated to be well below existing site grades. For a more detailed description of the soil conditions, please refer to the test pit logs in Appendix B.
5.0 DISCUSSION AND RECOMMENDATIONS
We understand that the proposed reservoir upgrading includes the construction of additional reservoirs and a pump station. The soil conditions differ at each site. The following sections provide recommendations for site preparation and design of each reservoir and pump station location. Site Preparation: Site preparation for the proposed reservoirs should include the
removal of topsoil or vegetation, and any loose, soft, wet, weathered or disturbed soils to expose the underlying sand, sand and gravel or dense till. The exposed subgrade should be inspected by a geotechnical engineer prior to any structural fill placement or placement of forms. Where structural fill is required to bring the site up to grade, the fill should extend beyond the foundation for a distance at least equal to the depth of the fill placed below the foundation, as described below.
Granular Structural Fill: If the grade beneath the reservoirs needs to be raised, we recommend that granular structural fill be used. Granular structural fill material should generally be well graded, with a maximum size of 150 mm and with not more than 8% passing the #200 sieve. Structural fill should be compacted to a minimum of 100% of Standard Proctor maximum dry density in accordance with ASTM D698, and within 2% of optimum moisture content. We recommend that the density of structural fill should be determined with in-situ density tests. We would consider the on-site sand or sand and gravel at the Mountain Reservoir and Winchester Road sites suitable for reuse as structural fill. The silty sand and gravel till at the Upper Reservoir site could possibly be reused as structural fill, but would require careful moisture conditioning methodology in order to achieve the required moisture content.
Foundation Design: The reservoir sites should first be prepared as outlined above.
Foundations supported on the compact sand and gravel (Winchester Road), on dense sand and gravel till (Upper Reservoir), or on sand and gravel structural fill which has been compacted to a minimum of 100% of Standard Proctor maximum dry density, as outlined above, may be designed on the basis of an allowable bearing pressure of 150 kPa. Footings founded on the natural sand (Mountain Reservoir), or on sand structural fill which has been compacted to a minimum of 100% of Standard Proctor maximum dry density, as outlined above, may be designed on the basis of an allowable bearing pressure of 125 kPa.
J15-1416 November 26, 2015
Cascade Geotechnical Ltd. - 4 -
Frost Protection: The frost protection depth should be a minimum of 0.6 m for all exterior footings.
Floor Slabs: Floor slab areas should be underlain by a minimum of 100 mm of 25 mm minus crushed sand and gravel, which has been compacted to a minimum of 100% of Standard Proctor maximum dry density.
Test Pits: The test pits were excavated at the approximate locations as indicated on Figures 1 and 2. In the situation where a portion of a proposed reservoir or pump station is found to be located over a test pit, we recommend that the test pit be over excavated and the loose soil replaced with granular structural fill compacted to a minimum of 100% of SPMDD.
Sulphates: Based on the soil type encountered on the site, we believe that the degree of sulphate attack on concrete would be negligible; therefore, sulphate resistant concrete will not be required for this site.
Temporary Excavations: Temporary excavations should be graded at a slope no steeper than 1.0(H):1.0(V) in the compact sand or sand and gravel soils. Temporary excavations should be graded at a slope no steeper than 0.75(H):1.0(V) in the dense sand and gravel till. Temporary cuts should be cleaned of cobbles and boulders prior to workers entering the excavation.
To maintain the stability of an excavation, all material excavated from the foundation area should be placed a minimum distance away from the excavation, equal to the depth of the excavation. All work conducted in and around excavations should be carried out in accordance with requirements specified by Work Safe BC Guidelines.
Earth Pressures: We assume that walls of the proposed reservoirs will be designed to resist lateral earth pressures, in the at-rest condition. The walls should be designed based on the following expression, which assumes a triangular pressure distribution: Pressure at any given depth - po= Ko (h + q), and Total force acting on full height of wall - Po=0.5 Ko H2+ Koq
Where:
Po = lateral earth force at rest condition (kN). Ko = coefficient of earth pressure, for the onsite soils use 0.45. = bulk unit weight of soil for backfill, use 20.0 kN/m3 for
the sand and gravel soils, and 17.0 kN/m3 for sand. q = any surcharge pressure at ground elevation within a
45o projection from the bottom of the foundation wall (kPa). H = total depth below final grade. h = depth in metres.
J15-1416 November 26, 2015
Cascade Geotechnical Ltd. - 5 -
If compaction is required behind a reservoir, the lateral pressure distribution should include a uniform pressure of 15 kPa to a depth of 2.5 m, and below that depth, increasing at 5.5 kPa per metre depth. Large vibratory roller compactors should not be used adjacent to the wall to compact fill.
6.0 CLOSURE
The recommendations contained in this report have been prepared for the proposed Killiney Beach and Westshore Estates upgrades described in Section 2.0 of this report, and can be relied upon by Agua Consulting Inc., and the Regional District of Central Okanagan. Should the intended use for the property, at any time, vary from our understanding of the project, Cascade should be given the opportunity to review the project to ensure that our recommendations are both accurate and sufficient. Refer also to the Geotechnical Report - General Conditions, provided in Appendix C. We trust that you will find our recommendations sufficient at this time. If you require any additional details please do not hesitate to contact us. Yours truly, CASCADE GEOTECHNICAL LTD. Prepared by:
Ron Campbell, P.Eng. Geotechnical Engineer Attachments: Appendix A - Figures 1 and 2 Appendix B - Test Pit Logs Appendix C - Geotechnical Report - General Conditions
Recommended