HomeMy WebLinkAbout04-19-22 EO&WR Committee Packet1
OTAY WATER DISTRICT ENGINEERING, OPERATIONS, & WATER RESOURCES COMMITTEE MEETING and SPECIAL MEETING OF THE BOARD OF DIRECTORS
2554 SWEETWATER SPRINGS BOULEVARD SPRING VALLEY, CALIFORNIA Board Room
TUESDAY April 19, 2022 12:00 P.M.
This is a District Committee meeting. This meeting is being posted as a special meeting in order to comply with the Brown Act (Government Code Section §54954.2) in the event that a quorum of the Board is present. Items will be deliberated, however, no formal board actions will be taken at this meeting. The committee makes recommendations to the full Board for its consideration and formal action.
AGENDA
1.ROLL CALL
2.PUBLIC PARTICIPATION – OPPORTUNITY FOR MEMBERS OF THE PUBLIC TOSPEAK TO THE BOARD ON ANY SUBJECT MATTER WITHIN THE BOARD'S JU-RISDICTION BUT NOT AN ITEM ON TODAY'S AGENDA
DISCUSSION ITEMS
3.APPROVE THE PURCHASE OF MATERIALS IN SUPPORT OF THE VALVE RE-PLACEMENT PROGRAM IN AN AMOUNT NOT-TO-EXCEED $200,000 FOR FISCALYEAR 2023 (CAMERON) [5 MINUTES]
4.APPROVAL TO INCREASE CIP P2676 BUDGET IN THE AMOUNT OF $350,000.00(FROM $375,000 TO 725,000) AND AWARD A PURCHASE ORDER TO BRAXCOMPANY, INC. FOR THE 980-2 PUMP STATION MISCELLANEOUSREPLACEMENTS PROJECT IN AN AMOUNT NOT-TO-EXCEED $230,082.98
(MEDEROS) [5 MINUTES]
5.ADOPT RESOLUTION NO. 4408, THE ANNEXATION OF THE PROPERTY OFVILLAGE 3 WEST R-20 WATER ANNEXATION, 0 HERITAGE ROAD, CHULA VISTA,CA 91913, APN: 644-060-13-00 TO THE OTAY WATER DISTRICT AND TO WATER
IMPROVEMENT DISTRICT ID NO. 22/27 (LONG) [5 MINUTES]
6.AWARD OF A PROFESSIONAL ENGINEERING SERVICES CONTRACT TOMICHAEL BAKER INTERNATIONAL FOR CONSTRUCTION MANAGEMENT ANDINSPECTION SUPPORT OF THE 1655-1 RESERVOIR 0.5 MG RESERVOIR
CONSTRUCTION AND RANCHO JAMUL HYDROPNEUMATIC PUMP STATION
MODIFICATION PROJECT IN AN AMOUNT NOT-TO-EXCEED $762,496 (LONG) [5MINUTES]
2
7. ADJOURNMENT BOARD MEMBERS ATTENDING: Tim Smith, Chair
Ryan Keyes
All items appearing on this agenda, whether or not expressly listed for action, may be delib-
erated and may be subject to action by the Board. The Agenda, and any attachments containing written information, are available at the Dis-trict’s website at www.otaywater.gov. Written changes to any items to be considered at the
open meeting, or to any attachments, will be posted on the District’s website. Copies of the
Agenda and all attachments are also available by contacting the District Secretary at (619) 670-2253.
If you have any disability which would require accommodation in order to enable you to par-ticipate in this meeting, please call the District Secretary at 619-670-2253 at least 24 hours prior to the meeting.
Certification of Posting I certify that on April 15, 2022, I posted a copy of the foregoing agenda near the regu-lar meeting place of the Board of Directors of Otay Water District, said time being at least 24 hours in advance of the meeting of the Board of Directors (Government Code Section
§54954.2).
Executed at Spring Valley, California on April 15, 2022.
/s/ Tita Ramos-Krogman, District Secretary
STAFF REPORT
TYPE MEETING: Regular Board MEETING DATE: May 11, 2022
SUBMITTED BY: Kevin Cameron Senior Civil Engineer
PROJECT: P2610-023000
DIV. NO. All
APPROVED BY: Bob Kennedy, Engineering Manager
Rod Posada, Chief, Engineering
Jose Martinez, General Manager
SUBJECT: Approve the Purchase of Materials in Support of the Valve Replacement Program for Fiscal Year 2023
GENERAL MANAGER’S RECOMMENDATION:
That the Otay Water District (District) Board of Directors (Board)
approve the purchase of materials in support of the Valve Replacement Program in an amount not-to-exceed $200,000 for Fiscal Year 2023.
COMMITTEE ACTION:
Please see Attachment A.
PURPOSE:
To obtain Board approval for staff to purchase materials for the
Valve Replacement Program in an amount not-to-exceed $200,000 for Fiscal Year 2023.
ANALYSIS:
The District maintains 726 miles of pipelines on the potable water distribution system and 101 miles on the recycled water system. Having properly functioning appurtenances, such as valves, hydrants,
etc., ensures the District can provide safe and reliable service for our customers. One of the ways the District maintains these critical
components is through the Valve Exercise program. This program exercises over 3,000 valves per year. If a valve is not functioning
AGENDA ITEM 3
2
properly, it is noted and flagged for replacement. Valves typically
have a useful life of 40-50 years. The Valve Replacement Program CIP is used to replace non-functioning
isolation valves on the potable water system. The District’s Utility Maintenance staff (UM) uses the information from the Valve Exercise
Program to establish areas of the District that have multiple non-functioning valves. UM replaced twenty-nine (29) valves in Fiscal Year 2021, and is working to ramp up this effort to one hundred (100)
valves for Fiscal Year 2022.
Recent market volatility has caused significant price increases. In addition, a shortage of materials has created long lead times on normally available items. This is due to a number of factors
including COVID and other supply chain disruptions. Our suppliers are stating many of the usual “off the shelf” items now have long
lead times. A recent quote is shown in Exhibit A. The quote states (highlighted in red) valves have a 3-month lead time, fittings (FCA’s) have a 2-4 week lead time, and the price for PVC pipe is subject to change at the time of the order. In response to the volatility, staff needs to order materials in advance to ensure
availability when the next replacement phase begins. UM is also coordinating our work with the County of San Diego (County). On March 28, 2022, the County provided their Road Maintenance List of streets they plan to resurface over the next two
fiscal years. Engineering reviews the list and identifies roads within the District. UM then prioritizes any valve replacements to those on the County’s list. If the District replaces valves prior to the County’s repaving, it reduces the road repair required by the District and ultimately saves money. The County has a “no cut”
policy for three (3) years on roadways that have recently been resurfaced.
As described above, the timeliness of purchasing materials and coordination with the County is key to the success of the Valve
Replacement Program. With Board approval, staff will still obtain three (3) quotes for the materials and select the lowest cost unless
the quote has unusually long lead times. FISCAL IMPACT: Joe Beachem, Chief Financial Officer
The total budget for CIP P2610, as approved in the FY 2022 budget, is
$2,000,000. Total expenditures, plus outstanding commitments and forecast through fiscal year 2023, are $1,185,131. See Attachment B for the budget detail. The outstanding and forecasted commitments
are within the remaining 2022 and future 2023 annual budget.
3
Based on a review of the financial budget, the Project Manager anticipates that the FY 2023 budget, if approved, for CIP P2610 is sufficient to support the Project.
The Finance Department has determined that, under the current rate
model, 100% of the funding is available from the Replacement Fund. GRANTS/LOANS:
Engineering staff researched and explored grants and loans and found
none available for this Project. STRATEGIC GOAL:
This Project supports the District’s Mission statement, “To provide
exceptional water and wastewater service to its customers, and to manage District resources in a transparent and fiscally responsible manner” and the General Manager’s Vision, "To be a model water agency by providing stellar service, achieving measurable results, and continuously improving operational practices."
LEGAL IMPACT:
None.
KC/BK:jf
C:\OneDrive\Otay Water District\ENG CIP - Documents\P2610 Valve Replacement Program\Staff Reports\ Approve Purchase of Materials\BD 05-11-2022, Staff Report Approve Purchase for Valve Replacement Program for FY 2023.docx Attachments: Attachment A – Committee Action
Attachment B – Budget Detail – P2610 Exhibit A – Ferguson Quote
ATTACHMENT A
SUBJECT/PROJECT: P2610-023000 Approve the Purchase of Materials in Support of the Valve Replacement Program for Fiscal Year 2023
COMMITTEE ACTION:
The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a meeting held on April 19, 2022.
The Committee supported staff's recommendation.
NOTE:
The “Committee Action” is written in anticipation of the Committee moving the item forward for Board approval. This report will be sent to the Board as a Committee approved item, or modified to reflect any
discussion or changes as directed from the Committee prior to presentation to the full Board.
ATTACHMENT B – Budget Detail
SUBJECT/PROJECT: P2610-023000 Approve the Purchase of Materials in Support of the Valve Replacement Program for Fiscal Year 2023
Date Updated: 3/25/22
Budget
2,000,000
Planning
Standard Salaries 14,100 14,100 - 14,100
Regulatory Agency Fees 50 50 - 50 PETTY CASH CUSTODIAN
Total Planning 14,150 14,150 - 14,100
Design
Standard Salaries 14,551 14,551 - 14,551
Total Design 14,551 14,551 - 14,551
ConstructionStandard Salaries 700,000 542,699 157,301 700,000 Service Contracts 200,000 - 200,000 200,000 MATERIALS FOR FY 202319,055 19,055 - 19,055 CORE & MAIN LP
452 452 - 452 TREBOR SHORING RENTALS
40,046 40,046 - 40,046 KOCH GENERAL ENGINEERING INC
4,467 4,467 - 4,467 FERGUSON ENTERPRISES INC #1083
8 8 - 8 HD SUPPLY CONSTRUCTION AND
213 213 - 213 HILTI INC
212 212 - 212 HUB 54 SAN DIEGO
680 680 - 680 LAKESIDE EQUIPMENT SALES &
6,903 6,903 - 6,903 PACIFIC PIPELINE SUPPLY INC
336 336 - 336 RCP BLOCK & BRICK INC
1,551 1,551 - 1,551 SUPERIOR READY MIX LP
26,690 26,690 - 26,690 FERGUSON WATERWORKS # 1083
2,169 2,169 - 2,169 VULCAN MATERIALS COMPANY
86 86 - 86 DAILY JOURNAL CORPORATION
14,250 - 14,250 14,250 KIRK PAVING INC
1,983 1,983 - 1,983 VULCAN MATERIALS COMPANY
805 805 - 805 UNITIS INC
13,550 13,550 - 13,550 FERGUSON WATERWORKS # 1083
1,909 1,909 - 1,909 SUPERIOR READY MIX LP
4,312 4,312 - 4,312 PACIFIC PIPELINE SUPPLY INC
5,834 5,834 - 5,834 FERGUSON ENTERPRISES INC #1083
1,924 1,924 - 1,924 SUPERIOR READY MIX LP
32,086 2,453 29,633 32,086 PACIFIC PIPELINE SUPPLY INC
3,356 3,356 - 3,356 FERGUSON ENTERPRISES INC #1083
73,553 - 73,553 73,553 FERGUSON ENTERPRISES INC #1083
Total Construction 1,156,430 681,693 474,737 1,156,430
Grand Total 1,185,131 710,394 474,737 1,185,131
Vendor/Comments
Otay Water DistrictP2610 - Valve Replacement Program
Committed Expenditures Outstanding Commitment & Forecast
Projected Final
Cost
I'FERGUSON'FERGUSON WATERWORKS #1 086
1149 N MARSHALL AVE
SUITE B
EL CAJON, CA 92020
Phone: 858-391 -3700
Fax: 858-391 -5958
Deliver To: 205356
From: Ali Gastro Slobig
lomments:
Page 1 of 2'1'1 :09:04 I\AAR 29 2022
WATERWORKS
Description
NOTE:DUE TO THE VOLATILITY
OF THE CURRENT PVC PIPE
MARKET, PRICING IS SUBJECT
TO CHANGE AT TIME OF ORDER
B DI FLG RW OL GATE VLV OP NUT
6 DI FLG RW OL GATE VLV OP NUT
4 DI FLG RW OL GATE VLV OP NUT
B" MACRO HP FCA 8.60-9.75
6' MACRO HP FCA 6.60-7.60
4' MACRO HP FCA 4.40-5.60
6-8 N&B KIT A3O7A 3-1l2 BLTS "X
4 PLT FLG N&B SET A3O7
8 NA 1/16 RNG 150# GSKT
6 NA 1/16 RNG I50# GSKT
4 NA 1/16 RNG 150# GSKT
8X2O SDR35 PVC GJ SWR PIPE
6 CgOO DR14 PVC GJ BLUE PIPE
4 CgOO DR14 PVC GJ BLUE PIPE
LEAD TIME ON GATE VLV'S
MID JUNE,
LEAD TIME ON MACRO FCA'S
2.4 WEEKS ARO.
BALANCE OF MATERIAL
CURRENTLY IN STOCK.
ALL LEAD TIMES ARE SUBJECT
TO CHANGE AT TIME OF ORDER
FERGUSON WAÏERWORKS #1 086
Price Quotation
Phone: B58-391-3700
Fax: 858-391 -5958
Cust Phone:
Terms:
619-670-2723
NET lOTH PROX
Bid No:
Bid Date:
Quoted By
Customer:
Cust PO#:
Item
M4236206E41 3XOL
M4236206E41 3UOL
MA236206E41 3POL
SP.RMACROHPFCAB
SP-RMACROHPFCA6
SP.RMACROHPFCA4
T1 LBOX126BW35O
PBNSP
N15ORG1 16X
N1sORG1 16U
N1 sORG1 16P
SDR35PX2O
DRl4BPU
DRI4BPP
8422722
03t23t22
ACS
OTAY WATER DISTRICT
#NAME?
2554 SWEETWATER SPRINGS BL
SPRING VALLEY, CA 91978
Ship To:
Job Name: GV'S,FCA'S & PIPE
Quantity Net Price UM Total
7
39
1
12
49
2
92
2
14
67
2
260
60
20
1163.140 EA
744.320 EA
556.800 EA
506.000 EA
382.500 EA
296.100 EA
9.050 EA
5.990 EA4.900 EA
3.160 EA
1.780 EA10.990 FT
16.340 FT
B.1OO FT
8141 .98
29028.48
556.80
6072.00
18742.50
592.20
832.60
11.98
68.60
211 72
3.56
2857.40
980.40
162 00
$68262.22
$5290.34
$0 00
$73552.56
Net Total:
Tax:
Freight:
Total:
HOW ARE WE DOING? WE WANT YOUR FEEDBACK!
Scan the QR code or use the link below to
complete a survey about your bids:
https ://survey.medal l¡a.com/?b¡dsorder&fc=l 083&on=38
STAFF REPORT
TYPE MEETING: Regular Board MEETING DATE: May 11, 2022
SUBMITTED BY:
Charles Mederos,
Utility Services Manager
PROJECT: P2676 DIV. NO. 1
APPROVED BY: Andrew Jackson, Chief Water Operations
Jose Martinez, General Manager
SUBJECT: APPROVAL TO INCREASE CIP P2676 BUDGET IN THE AMOUNT OF
$350,000.00 AND AWARD A PURCHASE ORDER TO BRAX COMPANY, INC. FOR THE 980-2 PUMP STATION MISCELLANEOUS REPLACEMENTS PROJECT
GENERAL MANAGER’S RECOMMENDATION:
That the Otay Water District (District) Board of Directors
(Board): 1. Increase the overall CIP P2676 budget in the amount of
$350,000.00 (from $375,000.00 to $725,000.00); and2.Authorize the General Manager to execute and amend purchaseorders with Brax Company, Inc. (Brax) for the 980-2 Pump
Station Miscellaneous Replacements Project in an amount not-to-exceed $230,082.98 (see “Exhibit A” for Project
location).
COMMITTEE ACTION:
See “Attachment A.”
PURPOSE:
To obtain Board authorization to increase the overall CIP P2676 budget in the amount of $350,000.00 (from $375,000.00 to
$725,000.00) and to obtain Board authorization for the General Manager to execute and amend purchase orders with Brax for the 980-2 Pump Station Miscellaneous Replacements Project (Project)
in an amount not-to-exceed $230,082.98.
AGENDA ITEM 4
ANALYSIS: The District’s 980-2 Pump Station is located at the 624-3 (30 million gallon) Reservoir site in Chula Vista and was built in 2006. The pump station is critical for water distribution and
consists of four individual pumps and motors with a rated capacity of pumping up to 4,000 gallons per minute (GPM) each. The pump station’s firm capacity is 12,000 GPM to pump from the 624 Pressure Zone to the 980 Pressure Zone.
Prior to the creation of CIP P2676, two of four pump control ball valves were rebuilt, one of four pump control ball valve actuators was replaced, and one of four dismantling joints, adjacent to the ball valves, was replaced. Included in the approved FY 2022 budget, CIP P2676 was created to rebuild the
remaining two pump control ball valves and replace the remaining three ball valve actuators, the remaining three dismantling
joints, the existing Pump #1 4,160-volt motor, and the existing 4,160-volt circuit breakers.
During the first three quarters of FY 2022, the remaining two pump control ball valves were rebuilt and the remaining three
ball valve actuators were replaced. The existing Pump #1 4,160-volt motor was rebuilt rather than replaced. Two of four circuit breakers were purchased, and a purchase order was recently
issued for the circuit breaker installation. Also, during FY 2022, existing Pump #3 and Pump #4 4,160-volt pump motors failed
unexpectedly. An unanticipated purchase order was issued to rebuild motor #3 similar to motor #1. The following table summarizes FY 2022 purchase orders’ amounts and status.
FY 2022 Purchase Order Work QTY Average Unit Price Total Status
Pump control
ball valve
rebuild
2 $12,962.14 $25,924.28 All valves have
been rebuilt.
Ball valve
actuators
replacement
3 $21,350.06 $64,050.18 All actuators have
been replaced.
4,160-volt
pump motor
rebuild
2 $55,654.50 $111,309.00
Pump #1 motor has
been rebuilt and a
purchase order has
been issued for
unanticipated Pump
#3 motor rebuild.
FY 2022 Purchase Order Work QTY Average Unit Price Total Status
Circuit
breaker
equipment
2 $17,288.49 $34,576.98
Two of four circuit
breakers have been
purchased.
Circuit
breaker
installation
&
recondition
of existing
breakers for
future use
as spares.
2 $9,850.00 $19,700.00
A purchase order
has been issued for
the installation of
two breakers.
Pump #3
Repairs 1 $6,042.93 $6,042.93 Pump #3 repairs are
ongoing. Total $261,603.37
Staff solicited quotes via Periscope, the District’s purchasing
solicitation system, for the replacement and rebuilding of Pump
#4 motor. Two quotes were received as summarized in the table
below. Staff recommends replacing Pump #4 motor with a new motor
and salvaging the existing Pump #4 motor for future use as a
spare. Prices received include all applicable fees, taxes, and
installation.
Description of Work Brax Company, Inc. Tri County Pump Company
Replace existing Pump #4
motor. $148,738.51 $161,529.50
Rebuild existing Pump #4 motor
for future use as a spare. $28,996.63 $64,529.50
Total $177,735.14 $226,059.00
Purchase order (PO) #721719 was issued to Brax earlier this year
to repair Pump #3 motor for $53,418.00. During removal of the
motor, Pump #3’s discharge head and wet end were inspected to
find corrosion in the discharge head and worn wet end, including
worn bowl bearings, bowl shaft, impellers, and mechanical seal.
Brax provided a quote of $52,347.84 to refurbish Pump #3’s
discharge head and wet end.
In summary, staff recommends awarding a PO to Brax for Pump #4
motor replacement and Pump #4’s existing motor rebuild for
future use as a spare for $177,735.14 and amending existing Brax
PO #721719 for an additional $52,347.84 for Pump #3’s discharge
head and wet end rebuild, for a combined total amount of
$230,082.98. An overall increase of $350,000.00 for CIP P2676
budget is needed accounting for the award to Brax in the amount
of $230,082.98 as described above, the unanticipated purchase
order in the amount of $53,418.00 issued to Brax earlier this
fiscal year, adjustments for current pricing, and a $50,000.00
contingency. See “Attachment B” for a reconciliation of the
project expenditures and budgeted amounts.
FISCAL IMPACT: Joe Beachem, Chief Financial Officer
The total budget for CIP P2676, as approved in the FY 2022 budget, is $375,000.00. Total expenditures, plus outstanding
commitments and forecast, including this contract, are estimated at $724,068.00. See “Attachment B” for the budget detail.
The Project Manager anticipates that with a budget increase of $350,000.00, CIP P2676 will be completed within the new budget
amount of $725,000.00.
The Finance Department has determined that, under the current model, 100 percent of the funds are available from the Replacement Fund.
STRATEGIC GOAL:
Operate the system to meet demand twenty-four-hours a day, seven days a week.
LEGAL IMPACT:
None.
Attachments: Attachment A - Committee Action
Attachment B – Budget Detail Attachment C - Photos
Exhibit A – Project Location Map
ATTACHMENT A
SUBJECT/PROJECT: APPROVAL TO INCREASE CIP P2676 BUDGET IN THE AMOUNT OF $350,000.00 AND AWARD A PURCHASE ORDER TO BRAX COMPANY,
INC. FOR THE 980-2 PUMP STATION MISCELLANEOUS REPLACEMENTS PROJECT
COMMITTEE ACTION:
The Engineering, Operations, and Water Resources Committee reviewed
this item at a meeting held on April 19, 2022, and the following comments were made:
NOTE:
The “Committee Action” is written in anticipation of the Committee
moving the item forward for board approval. This report will be sent to the Board as a committee approved item, or modified to reflect any
discussion or changes as directed from the committee prior to presentation to the full board.
ATTACHMENT B
SUBJECT/PROJECT: APPROVAL TO INCREASE CIP P2676 BUDGET IN THE AMOUNT OF $350,000.00 AND AWARD A PURCHASE ORDER TO BRAX COMPANY, INC. FOR THE 980-2 PUMP STATION MISCELLANEOUS REPLACEMENTS PROJECT
ATTACHMENT C
SUBJECT/PROJECT: APPROVAL TO INCREASE CIP P2676 BUDGET IN THE AMOUNT OF $350,000.00 AND AWARD A PURCHASE ORDER TO BRAX COMPANY, INC. FOR THE 980-2 PUMP STATION MISCELLANEOUS REPLACEMENTS PROJECT
Bottom of Discharge Head
Bowl Bearings and Impellers
Discharge Column
OTAY WATER DISTRICT980-2 PS MISCELLANEOUS REPLACEMENTSLOCATION MAP
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VICINITY MAP
PROJECT SITE
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DIV 4
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EXHIBIT A
STAFF REPORT
TYPE MEETING: Regular Board MEETING DATE: May 11, 2022
SUBMITTED BY: Michael Long Engineering Manager
PROJECT: ANX-21-004 DIV. NO. 1
APPROVED BY: Rod Posada, Chief, Engineering
Jose Martinez, General Manager
SUBJECT: Village 3 West R-20 Water Annexation, 0 Heritage Road, Chula Vista, CA 91913, APN: 644-060-13-00 to the Otay Water District and to Water Improvement District ID No. 22/27
GENERAL MANAGER’S RECOMMENDATION:
Adopt Resolution No. 4408, the annexation of the property of Village 3 West R-20 Water Annexation, 0 Heritage Road, Chula Vista, CA 91913,
APN: 644-060-13-00 to the Otay Water District and to Water Improvement District ID No. 22/27 (see Attachment B).
COMMITTEE ACTION:
Please see Attachment A.
PURPOSE:
The purpose of the proposed annexation of the property, owned by Flat
Rock Land Company LLC (“Property Owner”), located at 0 Heritage Road, Chula Vista, CA 91913, APN: 644-060-13-00 to the Otay Water District
and to Water Improvement District ID No. 22/27 is to make water service available to the parcel owned by the Property Owner.
ANALYSIS:
A written request and Petition signed by the Property Owner representative has been received for annexation of APN 644-060-13-00 into Improvement District No. 22/27 for water service. The total
acreage to be annexed is 53.917 acres. The parcel is currently within the District's sphere of influence of the District’s Water
Improvement District No. 22/27, as shown in Exhibit A. Therefore, annexation of this property to the District, and to Improvement District No. 22/27 is required for water service.
AGENDA ITEM 5
The property currently receives no water service and the District’s
water facilities are located adjacent to the property. This annexation will not create an island.
FISCAL IMPACT: Joe Beachem, Chief Financial Officer
The property owner has paid the District’s annexation processing fee of $898.01 and the water annexation fee of $2,311.35 for a total of $3,209.36 deposited into account D1119-090526 for the sewer service
is provided, and any additional fees, including the water capacity fee, as established in the attached Resolution No. 4408.
GRANTS/LOANS:
Not applicable.
STRATEGIC GOAL:
This Project supports the District’s Mission statement, “To provide exceptional water and wastewater service to its customers, and to manage District resources in a transparent and fiscally responsible
manner” and the General Manager’s Vision, "To be a model water agency by providing stellar service, achieving measurable results, and continuously improving operational practices."
LEGAL IMPACT:
None.
MJL/RP:jf
Https://otaywater365.sharepoint.com/sites/engpublicservices/Shared Documents/SAMP WSA ANX/D1119-090526 Water Annexation Village 3 West R-20/Staff Report/BD 05-11-2022 Water Annexation Village 3 West R-20 Staff Report.docx Attachments: Attachment A - Committee Action Attachment B - Resolution No. 4408 Exhibit A - Legal Description
Exhibit B - Legal Map Exhibit C – Grant Deed
Exhibit D – Location Map
ATTACHMENT A
SUBJECT/PROJECT:
ANX-21-004
Village 3 West R-20 Water Annexation, 0 Heritage Road,
Chula Vista, CA 91913, APN: 644-060-13-00 to the Otay Water District and to Water Improvement District ID No. 22/27
COMMITTEE ACTION:
The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a meeting held on April 19, 2022.
The Committee supported staff's recommendation.
NOTE:
The “Committee Action” is written in anticipation of the Committee moving the item forward for Board approval. This report will be sent to the Board as a Committee approved item, or modified to reflect any discussion or changes as directed from the Committee prior to presentation to the full Board.
ATTACHMENT B
Page 1 of 4
RESOLUTION NO. 4408
A RESOLUTION OF THE BOARD OF DIRECTORS OF OTAY WATER DISTRICT APPROVING THE ANNEXATION TO OTAY WATER DISTRICT WATER IMPROVEMENT DISTRICT NO. 22/27 OF THOSE LANDS DESCRIBED AS “VILLAGE 3 WEST R-20 WATER ANNEXATION (APN: 644-060-13-00)” (FILE NO. ANX 21-004/DIVISION 1)
WHEREAS, a letter has been submitted by Flat Rock Land
Company, LLC, the owner and party that has an interest in the
land described in Exhibit "A," attached hereto, for annexation
of said land to Otay Water District Water Improvement District
No. 22/27 pursuant to California Water Code Section 72670 et
seq.; and
WHEREAS, pursuant to Section 72680.1 of said Water Code,
the Board of Directors may proceed and act thereon without
notice and hearing.
NOW, THEREFORE, THE BOARD OF DIRECTORS OF THE OTAY WATER
DISTRICT FINDS, RESOLVES, ORDERS AND DETERMINES as follows:
1.A depiction of the area proposed to be annexed, and
the boundaries of ID 22/27 following the annexation, is set
forth on a map in Exhibit “B” filed with the Secretary of the
District, which map shall govern for all details as to the area
proposed to be annexed.
2.The purpose of the proposed annexation is to make
water service available to the area to be annexed, which
availability constitutes a benefit to said area.
3.The Board finds and determines that the area proposed
to be annexed to ID 22/27 will be benefited by such annexation
and that the property currently within ID 22/27 will also be
ATTACHMENT B
Page 2 of 4
benefited and not injured by such annexation because after the
annexation a larger tax base will be available to finance the
water facilities and improvements of ID 22/27.
4. The Board of Directors hereby declares that the
annexation of said property is subject to the owners complying
with the following terms and conditions:
(a) The petitioner for said annexation shall pay to
Otay Water District the following:
(1) The annexation processing fee and water
annexation fee at the time of application;
(2) State Board of Equalization filing fees in
the amount of $1,500 (Requirements & Fees –
Boundary Change, August 1, 2005);
(3) The OWD capacity fees at the time of
connection to the Otay Water District water
system;
(4) Any annual assessment fees collected through
the County Tax Assessor’s for APN 644-060-
13-00;
(5) In the event that water service is to be
provided, Petitioners shall pay all
applicable water fees per Equipment Dwelling
Unit (EDU) at the time the water connection
is purchased; and
(6) Payment by the owner of APN 644-060-13-00 of
all other applicable local or state agency
fees or charges.
ATTACHMENT B
Page 3 of 4
(b) The property to be annexed shall be subject to
taxation after annexation thereof for the
purposes of the improvement district, including
the payment of principal and interest on bonds
and other obligations of the improvement
district, authorized and outstanding at the time
of annexation, the same as if the annexed
property had always been a part of the
improvement district.
5. The Board hereby declares the property described in
Exhibit "A" and depicted in Exhibit “B” shall be considered
annexed to ID 22/27 upon passage of this resolution.
6. The Board of Directors further finds and determines
that there are no exchanges of property tax revenues to be made
pursuant to California Revenue and Taxation Code Section 95 et
seq., as a result of such annexation.
7. The annexation of APN 644-060-13-00 to the District’s
Water Improvement District 22/27 is hereby designated as the
“VILLAGE 3 WEST R-20 WATER ANNEXATION (APN: 644-060-13-00)”.
8. Pursuant to Section 57202(a) of the Government Code,
the effective date of the “VILLAGE 3 WEST R-20 WATER ANNEXATION
(APN: 644-060-13-00)” shall be the date this Resolution is
adopted by the Board of Directors of the Otay Water District.
9. The General Manager of the District and the Secretary
of the District, or their respective designees, are hereby
ordered to take all actions required to complete this
annexation.
ATTACHMENT B
Page 4 of 4
PASSED, APPROVED AND ADOPTED by the Board of Directors of
the Otay Water District at a regular meeting held this 11th day
of May, 2022.
President ATTEST: __________________________________ District Secretary
EXHIBIT "A"
ANNEXATION TO OTAY IMPROVEMENT DISTRICT NO. 22-27
GEOGRAPHIC DESCRIPTION
APN 644-060-13
THAT CERTAIN REAL PROPERTY, BEING A PORTION OF LOT 44 OF MAP NO. 862, SITUATED IN THE OTAY
RANCHO, CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS
FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF MAIN STREET, A 124.00 FOOT WIDE PUBLIC
ROAD, AND THE EASTERLY LINE OF SAID LOT 44, SAID INTERSECTION ALSO BEING THE NORTHEASTERLY
CORNER OF SAID LOT 44 AND A POINT ON THE OTAY WATER DISTRICT IMPROVEMENT DISTRICT NO. 22-
27 BOUNDARY;
THENCE, ALONG SAID EAST LINE AND EXISTING DISTRICT BOUNDARY, (1) SOUTH 18°37'5911 EAST,
1868.23 FEET;
THENCE, LEAVING SAID EAST LINE AND EXISTING DICTRICT BOUNDARY, (2) NORTH 75°14'29" WEST,
1093.14 FEET;
THENCE, (3) NORTH 66°35'04" WEST, 1928.12 FEET TO SAID EXISTING DISTRICT BOUNDARY AND NORTH
LINE OF SAID LOT 44;
THENCE, ALONG SAID NORTH LINE AND EXISTING DISTRICT BOUNDARY, (4) NORTH 71°58'2011 EAST,
2344.60 FEET; TO THE POINT OF BEGINNING.
CONTAINING, 53.917 ACRES, MORE OR LESS.
DISCLAIMER: FOR ASSESSMENT PURPOSES ONLY. THIS DESCRIPTION IS NOT A LEGAL PROPERTY
DESCRIPTION AS DEFINED IN THE SUBDIVISION MAP ACT AND MAY NOT BE USED AS THE BASIS FOR AN
OFFER FOR SALE OF THE LAND DESCRIBED.
DOUGLAS B. TROU P. L.S. 8553
HUNSAKER & ASSOCIATES SAN DIEGO, INC.
M:\2395\060\Legal Description\ A0l V3 R-6 R-20 Otay Water -Annexation.docx
CITY OF CHULA VISTA VICINITY MAP NOT TO SCALE
PORTION OF MAIN STRffT OED/CA TED NOV. � 18, 2016 AS DOCUMENT NO. 2016-0631466, O.R. APN: 644-060-13 44 OTJ.\ Y RANCHO MAP NO. 862
PARCEL A' LU-\ 2004-J 1 S97LJ2
SHEET 1 OF 1 SHEETS
r'
0
PROPOSED OTAY WATER 0/STRTICT BOUNDARY £AST LINE LOT 44 --
0 0 0 0
S18°37'59"E 1868.23'
N75°14'29"W 1093.14'
N66°35'04"W 1928. 12'
N71 °58'20"E 2344. 60'
.. N
L)LJOTAY RANUJO !'v!AP NO. 882
DISCLAIMER:
800 1200
.___ __ \ __ _____,SCALE 1" =400'
"FOR ASSESSMENT PURPOSES ONLY. THE DESCRIPTION LAND IS NOT A LEGAL PROPERTY DESCRIPTION AS DfflNED IN THE SUBDMSION MAP ACT AND MAY NOT BE USED AS THE BASIS FOR AN OFFER FOR SALE OF THE LAND DESCRIBED.•
/
22-27
EXISTING OTAY WATER DISTRICT BOUNDARY (22-27)
PROPOSED OTAY WATER DISTRICT BOUNDARY (22-27)
EXISTING PARCELS
ASSESSOR'S PARCEL NUMBERS: LAFCO RfSOLUTTON ACRfAGE DA Tt: SCAl£:
644-060-13 NO. N/A 5J.917 11/18/2021 1"=40(1
OTAY WATER DISTRICT ANNE:XATTON IMPROVEMENT DISTRICT 22/27
8f/NG A PORTION OF LOT # OTAY RANC/i WP NO. 862 1IIE CfrY OF CHI/IA YISTA, � IN 1H£ COUWTY OF � DIEGO, �
■ HUNSAKER & ASSOC/A 'IF.S SAN DIEGO, INC.
PLANNING -ENGINffRING -SURVEYING 9707 WAPLES STREET, SAN DIEGO, CA 92121 (858) 558-4500 -FAX (858) 558-1414
EXHIBIT B
Recording Requested by and Please Return to:
City Clerk
City of Chula Vista P.O. Box 1087
Chula Vista, California 91912
[X] This document benefitspermittee. Recording fee required.
APN 644-060-11 645-030-18
10534
DOC# 2004-1159742 11111111 1111111111111111111111111111111111 llllr 111111111111111 /Ill llll
DEC 09, 2004 12:02 PM OFFICIAL RECORDS SAN DIEGO COUNTY RECORDER'S OFFICEGREGORY J. SMITH, COUNTY RECORDERFEES: 32.00 DC: NA PAGES: 9 110111 HIii DIii 011111111 DIii DIii DIii om Dill DIii 0111 DIii DIii H!I IDI
.. This Space for Recorder's Use Unly •
GRANT DEED
2004-11597 42 C.V. File No. ER-340
(This Deed being filed for Lot Line Adjustment puTposes only),
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Flat Rock Land Company, LLC, A Delaware Limited Liability Company, hereby grants to Flat Rock Land Company,
LLC, A Delaware Limited Liability Company, the following real property situated in the City of Chula Vista, County of San Diego, State of California and more particularly described as follows:
See Exhibits "A" -Legal Descriptions and "B" -Plat, Attached Hereto and Made a Part Hereof
Signed this 2 3 "-�
Grantor Signatures:
(Notary Acknowledgment Required for Each Signatory)
J:\Engineer\PERMJTS\Er\ER340GrantDeed.doc
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EXHIBIT C
Order: 121773
10535
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State o1 Callromla
County of � iJ&o
On N�r:c25@>{ootoreme, riano .st Htcre
0.... / N) n I/' Nome &r<l'l'clo ol Cl'- (e.�. 'J&M Oot. Nclafy I'\,� personally appeared ..... e tt t..v. c � e,Ol}OOCNana,(!) al &lgnmla)
0 personally known to me D proved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) is/are subscribed to the within Instrument and acknowledged lo me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the Instrument the person(s), or the entity upon behalf of which the person(s)
acted, executed the instrument.
------------OPTIONAL------------
Though the informal.Ion below /11 not roqulred by law, II may PrrJIIB vs/uab/9 to ptl($(XIS rBly{ng on lhfl docwnsnl BIid COUid Pf'IWHl1 fraudutoot removal and reartachment of /his form ta BJ10!htJr dowment.
Description of Attached Document
Title or Type of Document: _______________________ _
Document Date: _________________ Number of Pages: ___ _
Signer(s) Other Than Named Above: ____________________ _
Capaclty(les) Clelmed by Signer
Signer's Name: _____________________ _
D lndivldual Top o/ ltura hare □ Corporate Officer -lille(s): ________________ _D Partner -□ Limited O GeneralD Attorney-in-Fact □Trustee0 Guardian or Conservator□ Other: _______________________ _
Signer Is Representing:, ___________________ _
Prod. No. 5907
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EXBIBIT"A" LEGAL DESCRIPTION PARCEL"A"
·10538
BEING A PORTION OF LOT 44 IN THE OTAY RANCHO IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AS SHOWN ON MAP NO. 862 Fll.,ED FEBRUARY 7, 1900 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTIIEASTERLY CORNER OF SAID LOT 44;
TIIENCE ALONG THE EASTERLY LINE OF SAID LOT 44, SOUTH 18°37'56" EAST, A DISTANCE OF 1868.17 FEET;
THENCE LEAVING SAID EASTERLY LINE, NORTH 75°14'35" WEST, A DISTANCE OF 1093.04 FEET;
THENCE NORTH 66°35'10" WEST, A DISTANCE OF 1928.12 FEET TO THE NORTHERLY LINE OF SAID LOT 44;
THENCE ALONG SAID NORTHERLY LINE, NORTH 71 °58'1411 EAST, A DISTANCE OF 2344.60 FEET TO THE POINT OF BEGINNING.
CONTAINING 53.92 ACRES, MORE OR LESS.
. oepke 1 Lie. Expires 12-31-2006
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EXHIBIT"A" LEGAL DESCRIPTION PARCEL"B"
1053'7
BEING PORTIONS OF LOTS 44 AND 45 IN THE OTAY RANCHO IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFO� AS SHOWN ON MAP NO. 862 FILED FEBRUARY 7, 1900 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTIIEASTERL Y CORNER OF SAID LOT 44�
THENCE ALONG THE NORTHERLY LINE OF SAID LOT 44, SOUTH 71 °58'14°
WEST, A DISTANCE OF 2344.60 FEET TO THE POINT OF BEGINNING OF TIIIS DESCRIPTION;
THENCE LEAVlNG SAID NORTHERLY LINE, SOUTH 66°35'10" EAST, A DISTANCE OF 1928.12 FEET;
THENCE SOUTH 75°14'35" EAST, A DISTANCE OF 1093.04 FEET TO THE EASTERLY LINE OF SAID LOT 44;
THENCE ALONG SAID EASTERLY LINE OF LOT 44 AND LOT 45, SOUTH 18°37'56" EAST, A DISTANCE OF 2558.09 FEET TO THE NORTHERLY LINE OF THE OTAY CORONADO PIPELINE BEING 100.00 FEET IN WIDIB, AS DESCRIBED IN EXHIBIT "An OF THAT CERTAIN DEED AND AGREEMENT DATED APRIL 11, 1912, BETWEEN SOUTHERN CALIFORNIA MOUNTAIN WATER CO1\1PANY, A CORPORATION AND SAN DIEGO LAND COMPANY, A CORPORATION BEJNG FILED IN BOOK 570, PAGE 113 OF DEEDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, JUNE 24, 1912;
THENCE CONTINUING ALONG SA.ID EASTERLY LINE OF LOT 45, SOUTH 18°37'56" EAST, A DISTANCE OF 100.02 FEET TO THE SOUTHERLY LINE OF SAID OT A Y-CORONADO PIPELINE;
THENCE CONTINUING ALONG THE EASTERLY LINE OF SAID LOT 45, SOUTH 18°3715611 EAST, A DISTANCE OF 1113.25 FEET TO THE SOUTIIEASTERLY CORNER OF SAID LOT 45;
THENCE ALONG THE SOUTHERLY LINE OF SAID LOT 45, SOUTH 71 °22'55" WEST, A DISTANCE OF 662.71 FEET TO THE EASTERLY LINE OF THE WESTERLY THREE.QUARTERS OF THE SOUTH HALF OF SAID LOT 45;
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THENCE ALONG SAID EASTERLY LINE, NORTH 18°37'46" WEST, A DISTANCE OF 1503.31 FEET TO THE NORTHERLY LINE OF THE SOUTH HALF OF SAID LOT45;
THENCE ALONG SAID NORTHERLY Lll'IB, SOUTH 71 °40'43" WEST, A DISTANCE OF 1978.91 FEET TO THE WESTERLY LINE OF SAID LOT 45;
THENCE ALONG THE WESTERLY LINE OF SAID LOT 45, NORTH 18°37'16" WEST, A DISTANCE OF 785.49 FEET TO THE SOUTHERLY LINE OF SAID OTAY-CORONADO PIPE LINE;
THENCE CONTINUING ALONG THE WESTERLY LINE OF SAID LOT 45 TO THE NORTHERLY LINE OF SAID OTA Y-CORONADO PIPE LINE, NORTH 18°37'16" WEST, A DISTANCE OF 106.05 FEET;
THENCE CONTINUING ALONG THE WESTERLY LINE OF SAID LOT 4S AND SAID LOT 44, NORTH 18°37'16" WEST, A DISTANCE OF 3261.56 FEET TO THE NORTHWEST CORNER OF SAID LOT 44;
THENCE ALONG THE NORTHERLY LINE OF SAID LOT 44, NORTH 71 °58'14" EAST, A DISTANCE OF 296.26 FEET TO THE POINT OF BEGINNING.
CONTAINING 220.33 ACRES, MORE OR LESS.
EXCEPTING THEREFROM THAT PORTION OF LOT 45 IN THE OTA Y RANCHO IN THE CITY OF CHULA VISTA. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AS SHOWN ON MAP NO. 862 FILED FEBRUARY 7, 1900 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEASTERLY CORNER OF SAID LOT 45;
THENCE ALONG THE EASTERLY LINE OF SAID LOT 45, NORTH 18 °37'56,, WEST, A DISTANCE OF 1113.25 FEET TO THE SOUTHERLY LINE OF SAID OTAY-CORONADO PIPE LINE AND THE POINT OF BEGINNING OF nnsDESCRIPTION;
THENCE LEAVING SAID EASTERLY LINE AND ALONG THE SOUTHERLY LINE OF SAID OTAY-CORONADO PIPE LINE, SOUTH 72°23'3311 WEST, A DISTANCE OF 38.95 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCA VE NORTHERLY AND HA VINO A RADIUS OF 366.58 FEET, A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS NORTH 17°36'20" WEST;
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\
Order: 121773
..
·10539
THENCE ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 197.26 FEET THROUGH A CENTRAL ANGLE OF 30°49'55", A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS SOUTH 13°13'35" WEST;
THENCE NORTii 76°46'03" WEST, A DISTANCE OF 447.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCA VE NORTHERLY AND HAVING A RADIUS OF 366.48 FEET, A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS NORTH 13°13'57" EAST;
THENCE ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 63.96 FEET THROUGH A CENTRAL ANGLE OF 10°00'01", A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS SOUTH 23°13'58" WEST;
THENCE NORTH 66°46'02" WEST, A DISTANCE OF 8.10 FEET TO THE EASTERLY LINE OF THE WESTERLY THREE-QUARTERS OF THE SOUTH HALF OF SAID LOT 45;
THENCE ALONG THE EASTERLY LINE OF THE WESTERLY THREEQUARTERS OF THE SOUTH HALF OF SAID LOT 45, NORTH 18°37'46" WEST 54.65 FEET TO THE NORTHERLY LINE OF THE WESTERLY THREE-QUARTERS OF THE SOUTH HALF OF SAID LOT 45;
THENCE ALONG THE NORTHERLY LINE OF THE WESTERLY THREEQUARTERS OF THE SOUTH HALF OF SAID LOT 451 NORTH 71 °40'43" EAST 80. 77 FEET TO A POINT ON THE SOUTHERL y. LINE OF SAID OT A Y -CORONADO PIPELINE, SAID POINT ALSO BEING A POINT ON A NONTANGENT CURVE CONCA VE SOUTHERLY AND HAVING A RADIUS OF 206.48FEET, A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS SOUTH02°4o•os" WEST;
THENCE ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 1.57 FEET THROUGH A CENTRAL ANGLE OF 0°26110,,, A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS SOUTH 02°13'58,, WEST;
THENCE ALONG THE SOUTHERLY LINE OF SAID OTAY-CORONADO PIPELINE, NORTH 87°46'02" WEST, A DISTANCE OF 145.30 FEET;
THENCE NORTH 83°28'02" WEST, A DISTANCE OF 93.65 FEET;
THENCE NORTH 67°28'02" WEST, A DISTANCE OF 339.44 FEET TO THE BEGINNING OF A TANGENT-CURVE CONCA VE SOUTHERLY AND HA YING A RADIUS OF 206.48 FEET, A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS SOUTH 22°31'58" WEST;
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..·10540
THENCE ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 89.01 FEET THROUGH A CENTRAL ANGLE OF 24°42'00", A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS NORTH 02°10'02" WEST;
TIIBNCE SOUTH 87°49'58" WEST, A DISTANCE OF 667.04 FEET;
TIIENCE NORTH 89°10'02" WEST, A DISTANCE OF 745.98 FEET TO THE WESTERLY LINE OF SAID LOT 45;
THENCE ALONG THE WESTERLY LINE OF SAID LOT 45, NORTH 18°37'16" WEST, A DISTANCE OF 106.05 FEET TO THE NORTHERLY LINE OF SAID OTA Y ·CORONADO PIPE LINE;
THENCE ALONG THE NORTHERLY LINE OF SAID OTA Y ·CORONADO PIPE LINE, SOUTH 89°10'02" EAST, A DISTANCE OF 781.30FEET;
THENCE CONTINUING ALONG SAID LINE, SOUTH 87°49'15" EAST, A DISTANCE OF 661.81 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCA VE SOUTHERLY AND HA YING A RADIUS OF 306.48 FEET, A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS SOUTH 02°10'02" EAST;
THENCE ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 132.12 FEET THROUGH A CENTRAL ANGLE OF 24°42'00", A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS NORTH 22°31 '58" EAST;
THENCE SOUTH 67°28'02" EAST, A DISTANCE OF 325.39 FEET;
TIIBNCE SOUTH 83°28'02" EAST, A DISTANCE OF 75.84 FEET;
THENCE SOUTH 87°46'02" EAST, A DISTANCE OF 141.55 FEET TO THE BEGINNING OF AT ANGENT CURVE CONCA VE SOUTHERLY AND HAVING A RADIUS OF 306.48 FEET, A LINE RADIAL TO SAID CUR VE AT SAID POINT BEARS SOUTH 02°13'5811 WEST;
THENCE ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 80.24 FEET THROUGH A CENTRAL ANGLE OF 15°00' 00", A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS NORTii 17°13'5811 EAST;
THENCE SOUTH 72°46'02" EAST, A DISTANCE OF 13.35 FEET;
THENCE SOUTH 66°46'02" EAST, A DISTANCE OF 51.25 FEET TO THE BEGINNlNG OF A TANGENT CURVE CONCAVE NORTHERLY AND HA YING A RADIUS OF 266.48 FEET, A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS NORTH 23°13'58" EAST;
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( )
CURVE TABJI
NO. OEl.rA RADIUS J..£NGTH Ct 2f"42'0<r .J06.48' 1J2.12'
C2 2,r42•ad' 206.48' 89.01'CJ 15'0()'(](1" XJB.48' 80.24' C4 15'00 •()ff" 208.48' 5-f.06' C5 1(f()()'Ot• J66.48' 6J.96' C6 1ur• u, •266.48' 46.51' Cl .JU4g•44• 266.58' 14J.44' C8 .J(J' 49'559 .J66.58' 197.26'
C9 f1"),:. 1 rl' 206.48' 1.57'
NO. DISr. L1 106.05' l2 1,./H. L.J 9.J.65' u 141.55' L5 145 . .JO' l6 1J.J5' L7 51.25' 8.11'
L9 �.01' uo 447.00' Ltt 447,00'
L12 J7.T6' U.1 .JB.95' Ll4 100.02'
L15 8.10' L18 !54.6:S' U7 so.n·
LEGEND RECORD a4TA PER ROS 16504 DUSTIN� LOT UNE
�
��
�
��
296.26'
�
�
2640.86')
2344.60'
...... ...., .,... __
P.0.8. PARCD. •tr
44
OTAY RANCHO
PARCEL "B" 21 J. 6J ACRE'S ::t
PARCEL "A11
53.92 ACRES :t
---a'JS17NGLOTUNl
OTAY-CORONMXJ Pf Pe UNE PL.OnFD PtR CITY OF SAN DfEGO RECORD OF SURVfY R£CORDATION PENDING 6. 70 ACRES :r
(N71'4D'd£ 1978.911
�!
� �II L
45 OTAY RANCHO
NORTH!Rt.Y UNE OF THE SOIJTH 1/2 OF LOT 45
E:ASTmLY UN€ OF THE----• WESTFRLY J/.f OF TH£ SO/lfH 1/2 OF LOT 4'
(1979. fO') -----(N71"22'SS-c 264t.Bt1
SCALE: 1• = 600' P.O.C. EXCEPTTON •,1,•
01\ 013 ,00\ wg\Hops\LLA\ Sep 27, 200'4 - 1•23pr,
Order: 121773
ON 8 8><11.D'JG
SCALE: r• • 600' EXHIBITB
LOT LINE ADJUSTMENT PlA T
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OTAY WATER DISTRICTANNEXATION OF APN 644-060-13-00 TO THEOTAY WATER DISTRICT AND TO WATER IMPROVEMENT DISTRICT 22/27
EXHIBIT DC:\Users\donald.bienvenue\Otay Water District\ENG PUBLIC SERVICES - Documents\SAMP WSA ANX\D1119-090526 Water Annexation Village 3 West R-20\ANX-21-004.mxd
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VICINITY MAP
PROJECT SITE
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DISTRICTWATER
VILLAGE 3 WEST R-20
MAIN ST
STAFF REPORT
TYPE MEETING: Regular Board MEETING DATE: May 11, 2022
SUBMITTED BY: Michael Long Engineering Manager
PROJECT: P2040-001103
DIV. NO. 5
APPROVED BY: Rod Posada, Chief, Engineering
Jose Martinez, General Manager
SUBJECT: Award of a Professional Engineering Services Contract for Construction Management and Inspection Support of the 1655-1 Reservoir (0.5 MG) Construction and Rancho Jamul
Hydropneumatic Pump Station Modification project to Michael Baker International
GENERAL MANAGER’S RECOMMENDATION:
That the Otay Water District (District) Board of Directors (Board) award a professional services contract to Michael Baker International (MBI) and authorize the General Manager to execute an agreement with MBI for Construction Management and Inspection Support of the 1655-1 0.5 MG Reservoir Construction and Rancho Jamul Hydropneumatic Pump
Station (RJ–HPS) Modification project (Project) in an amount not-to-exceed $762,496 (see Exhibit A for Project location).
COMMITTEE ACTION:
Please see Attachment A.
PURPOSE:
To obtain Board authorization for the General Manager to enter into a
professional engineering services contract with MBI for Construction Management and Inspection Support of the Project in an amount not-to-
exceed $762,496.
AGENDA ITEM 6
2
ANALYSIS: The Project includes construction of a new 0.5 MG reservoir and approximately 1500-feet of 12-inch pipeline on Presilla Drive, as
well as, modifications to the RJ-HPS to serve the Rancho Jamul Estates Unit No. 2 development in the 1655 pressure zone within
Improvement District 9 per the June 17, 1992 agreement of understanding between the Otay Water District and the Rancho Jamul Estates.
The District has secured Richard Brady & Associates, Inc. to provide
a range of professional engineering services, including prestressed concrete tank and water storage tank design, hydraulic and surge modeling, potholing, ground survey, demolition, grading & drainage,
structural, mechanical, HVAC, electrical, instrumentation & control, process, Cathodic protection, coatings, and prepare plans and
specifications required to move the Project to construction. The District also requires the services of a construction management and inspection firm for the Project to provide pre-construction services, including value engineering and constructability reviews,
construction management, resident engineering, and inspection services including construction contract administration, and project start-up/commissioning for the delivery of the Project. In accordance with the Board of Directors Policy Number 21, the
District initiated the consultant selection process on January 24, 2022, by placing an advertisement in the San Diego Daily Transcript, and posting the Project on the District’s website for Professional Engineering Services. The advertisements and Pre-Proposal Meeting, held on February 3, 2022, attracted Letters of Interest and
Statements of Qualifications from three (3) consulting firms.
On March 11, 2022, proposals were received from the following three (3) consulting firms: 1. W. M. Lyles, Temecula, CA.
2. Michael Baker International (MBI), San Diego, CA. 3. Valley Construction Management, Sn Diego, CA.
Among the potential firms that attended the Pre-Proposal Meeting, but did not propose, were Butier Construction Managers, NV5, MTGL, Inc., Ardurra Group, and Capo Projects Group.
After the written proposals were evaluated and ranked by a five-member review panel consisting of District Engineering, Operations,
and Administration/IT staff, it was determined that the three (3) proposals ranked sufficiently to warrant each of them securing an
3
invitation to make an oral presentation and respond to questions from
the panel. After conducting the interviews on March 24, 2022, the panel completed the consultant ranking process and concluded that MBI had the best approach to the Project and provided the best overall
value to the District. A summary of the complete evaluation is shown in Exhibit B.
Scope and fee negotiations with MBI concluded on April 5, 2022, which resulted in the addition of scope to incorporate the potential of upgrade to the Hydropneumatic Pump Station and the development of a
commissioning plan in the Project specifications for bidding purposes. The negotiations resulted in an increase to the original
proposed fee submitted for the Project. MBI’s proposed fee including the additional scope described above is $762,496.
MBI submitted the Company Background Questionnaire as required by the RFP and staff did not find any significant issues. In addition,
staff checked their references and performed an internet search on the company. Staff found the references to be excellent and did not find any outstanding issues with the internet search. The District has experience with MBI in the construction of large water facilities, including, but not limited to, the 870-2 Pump Station
project, the Lower Otay Reservoir Pump Station Redundancy project, and the 680-1 Recycled Water Reservoir/944-1 Recycled Water Pump Station in the City of Chula Vista. The District has found MBI’s work in support of construction to be excellent. FISCAL IMPACT: Joe Beachem, Chief Financial Officer
The Fiscal Year 2022 budget for CIP P2040 is $5,750,000. Total expenditures, plus outstanding commitments and forecast, including this contract, are $1,911,653.42. See Attachment B for budget
detail.
Based on a review of the financial budget, the Project Manager anticipates that the budget for CIP P2040 is sufficient to support the Project.
The Finance Department has determined that, under the current rate
model for CIP P2040, 31% of the funding is available from the Expansion Fund and 69% of the funding is available from the Betterment Fund.
GRANTS/LOANS:
Engineering staff researched and explored grants and loans and found none available for this Project.
4
STRATEGIC GOAL:
This Project supports the District’s Mission statement, “To provide exceptional water and wastewater service to its customers, and to
manage District resources in a transparent and fiscally responsible manner” and the General Manager’s Vision, "To be a model water agency
by providing stellar service, achieving measurable results, and continuously improving operational practices."
LEGAL IMPACT:
None.
MJL/RP:jf
Https://otaywater365.sharepoint.com/sites/engcip/Shared Documents/P2040 1655-1 Reservoir 0.5 MG/Staff Reports/CM VE CI/BD 05-11-2022 1655-1 CM and Inspection.docx Attachments: Attachment A – Committee Action
Attachment B – Budget Detail Exhibit A – Location Map Exhibit B – Summary of Proposal Rankings
ATTACHMENT A
SUBJECT/PROJECT:
P2040-001103
Award of a Professional Engineering Services Contract for Construction Management and Inspection Support of the 1655-1 Reservoir (0.5 MG) Construction and Rancho Jamul
Hydropneumatic Pump Station Modification project to Michael Baker International
COMMITTEE ACTION:
The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a meeting held on April 19, 2022. The Committee supported staff's recommendation.
NOTE:
The “Committee Action” is written in anticipation of the Committee
moving the item forward for Board approval. This report will be sent to the Board as a Committee approved item, or modified to reflect any
discussion or changes as directed from the Committee prior to presentation to the full Board.
ATTACHMENT B – Budget Detail
SUBJECT/PROJECT:
P2040-001103
Award of a Professional Engineering Services Contract for Construction Management and Inspection Support of the 1655-
1 Reservoir (0.5 MG) Construction and Rancho Jamul Hydropneumatic Pump Station Modification project to Michael Baker International
Level Title1 Committed Expenditures Outstanding
Commitment
Projected Final
Cost
Vendor Project Phase
Budget Budget Cost
Type
$0.00 $0.00 $0.00 $0.00 Budget
Total $0.00 $0.00 $0.00 $0.00
$5,558.33 $5,558.33 $0.00 $5,558.33 HELIX ENVIRONMNTL PLANNING
INC
Planning
$48,887.27 $48,887.27 $0.00 $48,887.27 ICF JONES & STOKES INC Planning
Regulatory
Agency Fees
$50.00 $50.00 $0.00 $50.00 PETTY CASH CUSTODIAN Planning
Standard
Salaries
$190,726.26 $190,726.26 $0.00 $190,726.26 Planning
Total $245,221.86 $245,221.86 $0.00 $245,221.86
$290,166.25 $67,252.20 $222,914.05 $290,166.25 RICHARD BRADY & ASSOCIATES Design
$40,334.40 $40,334.40 $0.00 $40,334.40 NINYO & MOORE
GEOTECHNICAL
Design
$8,314.00 $8,314.00 $0.00 $8,314.00 HUNSAKER & ASSOCIATES Design
Standard
Salaries
$45,010.48 $45,010.48 $0.00 $45,010.48 Design
Total $383,825.13 $160,911.08 $222,914.05 $383,825.13
Consultant
Contracts
$52,250.00 $0.00 $52,250.00 $52,250.00 RICHARD BRADY & ASSOCIATES Construction
Service
Contracts
$87.10 $87.10 $0.00 $87.10 DAILY JOURNAL CORPORATION Construction
Standard
Salaries
$1,313.53 $1,313.53 $0.00 $1,313.53 Construction
Total $53,650.63 $1,400.63 $52,250.00 $53,650.63
Consultant
Contracts
$12,082.00 $12,082.00 $0.00 $12,082.00 HUNSAKER & ASSOCIATES Phases
$762,496.00 $0.00 $762,496.00 $762,496.00 MICHAEL BAKER
INTERNATIONAL
Design/Const.
Standard
Salaries
($6,359.85) ($6,359.85) $0.00 $6,359.85-Phases
Total $768,218.15 $5,722.15 $762,496.00 $768,218.15
Phases Fixed Asset $460,737.65 $460,737.65 $0.00 $460,737.65 Phases
Total $460,737.65 $460,737.65 $0.00 $460,737.65
Budget $5,750,000.00
Total $1,911,653.42 $873,993.37 $1,037,660.05 $1,911,653.42
Construction
Phases
Project Budget Detail
P2040-Res - 1655-1 Reservoir 0.5 MG
1/1/2004 - 4/7/2022
Planning Consultant
Contracts
Design Consultant
Contracts
OTAY WATER DISTRICT1655-1 RESERVOIR (0.5 MG)& RANCHO JAMUL HPS REPLACEMENT
EXHIBIT A
CIP P2040CIP P2642C:\OneDrive\Otay Water District\ENG CIP - Documents\P2040 1655-1 Reservoir 0.5 MG\Graphics\Exhibits-Figures\Exhibit A - Staff Report Location MAp.mxd
HYDRO PSSITE
0 750375
Feet
VICINITY MAP
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PRESILLA DR
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RESERVOIRSITE
Qualifications of
Team
Responsiveness
and Project Understanding
Technical and
Management Approach
INDIVIDUAL
SUBTOTAL - WRITTEN
AVERAGE
SUBTOTAL - WRITTEN Proposed Rates*
Consultant's
Commitment to DBE
TOTAL -
WRITTEN
Additional
Creativity and Insight
Strength of
Project Manager
Presentation and
Communication Skills
Responses to
Questions
INDIVIDUAL
TOTAL - ORAL
AVERAGE
TOTAL ORAL
PRE-RATE
INCLUSION SCORE
TOTAL
SCORE
30 25 30 85 85 15 Y/N 100 15 15 10 10 50 50 135 150 Poor/Good/ Excellent
Michael Kerr 28 24 28 80 14 14 9 9 46
Brandon DiPietro 29 24 27 80 14 14 9 9 46
Kevin Cameron 26 23 27 76 13 14 9 8 44
Marciano Santos 27 23 27 77 14 14 10 9 47
Michael Long 28 24 27 79 14 14 9 9 46
Michael Kerr 25 20 25 70 11 12 8 7 38
Brandon DiPietro 26 21 23 70 10 10 6 6 32
Kevin Cameron 24 20 26 70 10 12 7 6 35
Marciano Santos 25 20 24 69 12 13 8 9 42
Michael Long 25 23 26 74 12 12 7 7 38
Michael Kerr 27 23 27 77 12 12 8 9 41
Brandon DiPietro 29 22 27 78 14 13 8 8 43
Kevin Cameron 26 22 26 74 12 13 8 7 40
Marciano Santos 26 21 26 73 13 14 9 9 45
Michael Long 27 22 28 77 13 13 9 9 44
Recommend All Three Firms Interview based on Main Proposal Recommended Hire based pre and post rate inclusion
Consultant Rate ScoreMichael Baker International $762,496.00 15 *The fees were evaluated and assigned scores ranging from 1 to 15 by comparing the deviation from the maximum value with a zero deviation receiving a score of 1 and the highest deviation (or lowest price) receiving 15 points.
W. M. Lyles $2,795,596.75 1 Note: Review Panel does not see or consider rates when scoring other categories. Rates are scored by a staff member who is not on the Review Panel.
Valley CM $903,884.90 14
EXHIBIT B
SUMMARY OF PROPOSAL RANKINGS
1655-1 0.5 MG Reservoir and Rancho Jamul HPS Construction Management and Inspection Services
WRITTEN ORAL
ExY93
REFERENCES
RATES SCORING CHART
1
14Valley CM
W. M. Lyles 71 Y
43
MAXIMUM POINTS
15Michael Baker
International 78
76 Y
72
Ex133
Ex
46 139
90
37 109
124
108
119