HomeMy WebLinkAbout02-01-23 Board Packet1
OTAY WATER DISTRICT AND OTAY WATER DISTRICT FINANCING AUTHORITY
BOARD OF DIRECTORS MEETING
2554 SWEETWATER SPRINGS BOULEVARD SPRING VALLEY, CALIFORNIA
WEDNESDAY February 1, 2023 3:30 P.M.
AGENDA
1.ROLL CALL
a)BOARD ACTION TO APPROVE REMOTE ATTENDANCE
2.PLEDGE OF ALLEGIANCE
3.APPROVAL OF AGENDA
4.PUBLIC PARTICIPATION – OPPORTUNITY FOR MEMBERS OF THE PUBLIC
TO SPEAK TO THE BOARD ON ANY SUBJECT MATTER WITHIN THEBOARD’S JURISDICTION INCLUDING AN ITEM ON TODAY’S AGENDA
Additionally, members of the public may submit their comments on agendized
and non-agendized items by either of the following two methods:
a)If you wish to provide public comment directly - that is, live during the “PublicParticipation” portion of the meeting - please complete and submit a Requestto Speak Form before the start of the meeting. Call-in instructions will be
sent to the email provided on the form. Your request to speak will be
acknowledged during the “Public Participation” portion of the meeting whenthe Board will hear your comment. When called to speak, please state yourName and the City in which you reside. You will be provided three minutes tospeak. The Board is not permitted to enter into a dialogue with the speakerduring this time.
OR
b)If you wish to have your comment read to the Board during the “Public Par-ticipation” portion of the meeting, please email your comment to BoardSecre-
tary@otaywater.gov at least thirty minutes prior to the start of the meeting,
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and it will be read aloud during the “Public Participation” portion of the meet-ing. Please provide your Name and the City in which you reside, with your comment. Your comment must not take more than three minutes to
read. The Board is not permitted to respond to written public comment dur-
ing this time. The District’s meeting is live streamed. Information on how to watch and listen to the District’s meeting can be found at this link: https://otaywater.gov/board-of-
directors/agenda-and-minutes/board-agenda/
CONSENT CALENDAR 5. ITEMS TO BE ACTED UPON WITHOUT DISCUSSION, UNLESS A REQUEST
IS MADE BY A MEMBER OF THE BOARD OR THE PUBLIC TO DISCUSS A
PARTICULAR ITEM: a) AWARD A PROFESSIONAL ENGINEERING SERVICES AGREEMENT TO WOOD RODGERS, INC. FOR DESIGN AND CONSTRUCTION SUPPORT
OF THE COTTONWOOD SEWER PUMP STATION REPLACEMENT PRO-
JECT IN AN AMOUNT NOT-TO-EXCEED $577,800.00 b) AWARD A CONTRACT TO MERINO LANDSCAPE, INC. TO UPDATE THE
LANDSCAPING IN AND AROUND THE ENTRANCE TO THE
ADMINISTRATION BUILDING IN THE AMOUNT OF $190,360 ACTION ITEMS
6. BOARD
a) DISCUSS THE 2023 BOARD MEETING CALENDAR (RAMOS-KROGMAN) REPORTS
7. GENERAL MANAGER’S REPORT 8. SAN DIEGO COUNTY WATER AUTHORITY UPDATE
9. DIRECTORS' REPORTS/REQUESTS
10. PRESIDENT’S REPORT/REQUESTS OTAY WATER DISTRICT FINANCING AUTHORITY
11. NO MATTERS TO DISCUSS 12. ADJOURNMENT
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All items appearing on this agenda, whether or not expressly listed for action, may be deliberated and may be subject to action by the Board.
The Agenda, and any attachments containing written information, are available at the District’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 participate 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 January 27, 2023, I posted a copy of the foregoing agenda near the regular meeting place of the Board of Directors of Otay Water District, said time be-ing at least 72 hours in advance of the regular meeting of the Board of Directors (Gov-
ernment Code Section §54954.2).
Executed at Spring Valley, California on January 27, 2023.
/s/ Tita Ramos-Krogman, District Secretary
STAFF REPORT
TYPE MEETING: Regular Board MEETING DATE: February 1, 2023
SUBMITTED BY: Stephen Beppler
Senior Civil Engineer
PROJECT: S2069-001102 DIV. NO.5
APPROVED BY: Bob Kennedy, Engineering Manager
Michael Long, Chief, Engineering
Jose Martinez, General Manager
SUBJECT: Award of a Professional Engineering Services Agreement for
design and construction support of the Cottonwood Sewer Pump
Station Replacement Project to Wood Rodgers, Inc.
GENERAL MANAGER’S RECOMMENDATION:
That the Otay Water District (District) Board of Directors (Board)
award a Professional Engineering Services Agreement to Wood Rodgers,
Inc. (Wood Rodgers) and authorize the General Manager to execute a
Professional Engineering Services Agreement with Wood Rodgers for
design and construction support of the Cottonwood Sewer Pump Station
(Cottonwood SPS) Replacement Project in an amount not-to-exceed
$577,800.00 (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 Agreement with Wood Rodgers for
design and construction support of the Cottonwood SPS Replacement
Project in an amount not-to-exceed $577,800.00.
Agenda Item 5a
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ANALYSIS:
The Cottonwood SPS Replacement Project (Project) includes a new sewer
pump station to replace the District’s existing facility. The
station serves the area south of the Sweetwater River, which contains
both District and County of San Diego Sanitation District customers.
Per the June 22, 1997 Agreement between Spring Valley Sanitation
District and Otay Water District for Joint Use of Sewer Facilities
and Cost Sharing, costs for the Project will be paid proportionally
by the agencies per their Equivalent Dwelling Unit (EDU) count served
by the station. Staff is working with the County on a reimbursement
agreement to supplement the 1997 agreement and reflect current
conditions, similar to the one executed on April 30, 2014 for the
County led Rancho San Diego Pump Station Improvements project.
Additional property was obtained from the Cottonwood Golf Course
owner in July 2022 to enable adequate space for the Replacement
Station. The existing facility was built in 1986 and has a number of
access and operational issues necessitating its replacement. The
Replacement Station will have an increased capacity to handle
additional development in the sewer shed.
The District requires a consulting firm to provide a range of
professional services, including architectural, civil, hydraulic and
surge modeling, potholing, survey, demolition, grading & drainage,
structural, mechanical, HVAC, electrical, instrumentation & control,
cathodic protection, coatings, and constructability reviews
associated with the Project.
In accordance with the Board of Directors Policy Number 21, a Request
for Proposal (RFP) was advertised on September 9, 2022 using
Periscope S2G (formally BidSync), the District’s online bid
solicitation website, the Daily Transcript, and the Otay Water
District’s website. The advertisement was also emailed directly to
twenty (20) engineering firms that have previously proposed or done
work for the District. The advertisements attracted Letters of
Interest and Statements of Qualifications from six (6) consulting
firms. A Pre-Proposal Meeting was held on October 6, 2022 via Zoom
video online conference, which was attended by five (5) consultants.
On October 25, 2022, proposals were received from the following three
(3) consulting firms:
1. Carollo Engineers, Inc. (San Diego, CA)
2. Horrocks Engineers, Inc. (San Diego, CA)
3. Wood Rodgers, Inc. (San Diego, CA)
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The following firms submitted letters of interest, but did not submit
a proposal: Arcadis US, Inc. (Los Angeles, CA), Dexter Wilson
Engineering, Inc. (Carlsbad, CA), and Water Works Engineers, LLC (San
Diego, CA).
After the proposals were evaluated and ranked by a five-member review
panel consisting of Engineering, Operations, and Finance staff, it
was determined that the three (3) proposals ranked sufficiently to
warrant being invited to make an oral presentation and respond to
questions from the panel. After conducting the interviews on
December 8, 2022 via Zoom video online conferences, the panel
completed the consultant ranking process. The scores for Total Fee
were added last and the sum of the scores concluded that Wood Rodgers
had the best approach to the Project and provided the best overall
value to the District. To ensure that all of the proposals had
comparable services and costs for the construction support phase of
the Project, an allowance of $25,000 was dictated to be used by all
firms. Scope and fee negotiations with Wood Rodgers on the
construction services resulted in the allowance to be increased to
$60,000.00, resulting in a total revised fee of $577,800.00 for the
entire Project. The adjusted construction services allowance was
used for all of the firms in their total proposed fee evaluation. A
summary of the Proposal Ranking is shown in Exhibit B.
FISCAL IMPACT: Joe Beachem, Chief Financial Officer
The total budget for CIP S2069, as approved in the FY 2023 budget, is
$2,750,000.00. Total expenditures, plus outstanding commitments and
forecast, are $2,746,112.00. See Attachment B for the budget detail.
Based on a review of the financial budget, the Project Manager
anticipates that the budget for CIP S2069 is sufficient to support
the Project.
The Finance Department has determined that, under the current rate
model, 50% of the funding is available from the Replacement Fund, 25%
of the funding is available from the Expansion Fund, and 25% of the
funding is available from the Betterment Fund.
GRANTS/LOANS:
Engineering staff researched and explored grants and loans and found
none was available for this Project, but will continue to pursue
alternative funding for this Project.
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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.
SB/BK:jf
Https://otaywater365.sharepoint.com/sites/engcip/Shared Documents/S2069 Cottonwood Sewer Pump Station Expansion/Staff
Reports/2-1-2023/02-01-23 Staff Report Consultant Selection for Cottonwood SPS.docx
Attachments: Attachment A – Committee Action
Attachment B – Budget Detail
Exhibit A – Location Map
Exhibit B – Summary of Proposal Rankings
ATTACHMENT A
SUBJECT/PROJECT:
S2069-001102
Award of a Professional Engineering Services Agreement for
design and construction support of the Cottonwood Sewer
Pump Station Replacement Project to Wood Rodgers, Inc.
COMMITTEE ACTION:
The Engineering, Operations, and Water Resources Committee (Committee)
reviewed this item at a meeting held on January 17, 2023, and the
following comments were made:
• The committee asked if there was a joint use agreement with the
County of San Diego and staff indicated that there was. The
agreement is based on the numbers of equivalent dwelling units
(EDUs) served by the station.
• The committee asked if the station was designed as temporary when
built in 1986. Staff indicated that it was temporary and that it
was built on an easement. The District purchased the property needed
for the new station last year. Staff also indicated that the
capacity of the station is being increased.
• The committee asked if the District had worked with Wood Rodgers
before. Staff indicated they had with As-Needed Engineering Design
and Hydraulic Modeling contracts.
• This item was approved to go to full Board as a consent item.
ATTACHMENT B – Budget Detail
SUBJECT/PROJECT:
S2069-001102
Award of a Professional Engineering Services Agreement for
design and construction support of the Cottonwood Sewer
Pump Station Replacement Project to Wood Rodgers, Inc.
12/9/2022
Budget
Committed Expenditures
Outstanding
Commitment
& Forecast
Projected
Final Cost Vendor/Comments
2,750,000
Planning
Consultant Contracts $34,280 $34,280 $0 $34,280 HELIX ENVIRONMENTAL
$8,390 $8,390 $0 $8,390 RFYEAGER ENGINEERING LLC
Other Legal Expenses $44,000 $44,000 $0 $44,000 COTTONWOOD CAJON ES LLC
Regulatory Agency Fees $2,530 $2,530 $0 $2,530 COUNTY OF SAN DIEGO
Service Contracts $113 $113 $0 $113 DAILY JOURNAL CORP
$784 $784 $0 $784 SAN DIEGO UNION TRIBUNE
Standard Salaries $110,000 $105,003 $4,997 $110,000
Total Planning $200,097 $195,100 $4,997 $200,097
Design
Regulatory Agency Fees $3,000 $0 $3,000 $3,000 COUNTY OF SAN DIEGO
Consultant Contracts $11,800 $11,800 $0 $11,800 HENDRICKSON APPRAISAL CO
INC
$28,715 $24,515 $4,200 $28,715 PSOMAS
$30,000 $0 $30,000 $30,000 NINYO & MOORE
$517,800 $0 $517,800 $517,800 WOOD RODGERS
Service Contracts $200 $56 $144 $200 DAILY JOURNAL CORP
$1,500 $1,500 $0 $1,500 FIRST AMERICAN TITLE INS
Standard Salaries $80,000 $19,641 $61,359 $80,000
Total Design $673,015 $57,512 $615,503 $673,015
Construction
Regulatory Agency Fees $3,000 $0 $3,000 $3,000 COUNTY OF SAN DIEGO
Consultant Contracts $60,000 $0 $60,000 $60,0000 WOOD RODGERS
$40,000 $0 $40,000 $40,000 Construction Management
Construction Contract $1,600,000 $0 $1,600,000 $1,600,000 Estimated
$80,000 $0 $80,000 $80,000 Contingency @ 5%
Standard Salaries $90,000 $0 $90,000 $90,000
Total Construction $1,873,000 $0 $1,873,000 $1,873,000
Grand Total $2,746,112 $252,612 $2,493,500 $2,746,112
OTAY WATER DISTRICT
COTTONWOOD SEWER LIFT STATION REPLACEMENT PROJECTLOCATION MAP
EXHIBIT AC:
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VICINITY MAP
PROJECT SITE
DIV 5
DIV 1
DIV 2
DIV 4
DIV 3
ÃÅ54
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FNTS
PROJECT SITE
CIP S2069F
0 4020
Feet
PAR FOUR DRIVE
Qualifications of
Team
Responsiveness
and Project
Understanding
Technical and
Management
Approach
INDIVIDUAL
TOTAL -
WRITTEN
AVERAGE
WRITTEN TOTAL
Consultant's
Commitment to
DBE
Additional
Creativity and
Insight
Strength of
Project Manager
Presentation &
Communication
Skills
Responses to
Questions
INDIVIDUAL
TOTAL - ORAL
AVERAGE
ORAL TOTAL
TOTAL SCORE
WITHOUT FEE
Proposed
Fee1&2
TOTAL
SCORE
30 25 30 85 85 Y/N 15 15 10 10 50 50 135 15 150 Poor/Good/
Excellent
Stephen Beppler 27 22 25 74 11 12 8 7 38
Lisa Coburn-Boyd 28 22 25 75 12 12 8 7 39
Damon Newman 27 21 25 73 12 12 8 8 40
Kent Payne 27 22 25 74 13 12 8 7 40
Bruno Burgin 25 22 25 72 12 13 8 7 40
Stephen Beppler 27 22 26 75 14 14 9 9 46
Lisa Coburn-Boyd 27 20 26 73 14 14 9 9 46
Damon Newman 27 21 26 74 14 13 9 9 45
Kent Payne 27 21 25 73 13 14 10 9 46
Bruno Burgin 25 23 26 74 14 15 8 9 46
Stephen Beppler 27 23 27 77 13 14 9 8 44
Lisa Coburn-Boyd 28 24 28 80 13 14 9 8 44
Damon Newman 28 23 27 78 13 13 9 8 43
Kent Payne 28 24 28 80 13 13 8 9 43
Bruno Burgin 25 24 28 77 14 14 8 8 44
Notes:
Consultant Fee Score 1. Review Panel does not see or consider proposed fee when scoring other categories. The proposed fee is scored by Engineering staff not on the Review Panel.
Carollo $722,793 1
Horrocks $579,568 15
Wood Rodgers $577,800 15
Wood Rodgers 12244
Carollo
Y
15
1
74
FEE SCORING CHART
YHorrocks
EXHIBIT BSUMMARY OF PROPOSAL RANKINGS
Cottonwood Sewer Pump Station Replacement - Design Consultant
WRITTEN ORAL
120
MAXIMUM POINTS
74 Y
78 137
39 113 114
13546
15 E
REFERENCES
STAFF REPORT
TYPE MEETING: Regular Board MEETING DATE: February 1, 2023
PROJECT: Various DIV. NO. ALL
SUBMITTED BY: Kent Payne
Purchasing and Facilities Manager
APPROVED BY: Adolfo Segura, Chief of Administrative Services
Jose Martinez, General Manager
SUBJECT: AWARD A CONTRACT TO MERINO LANDSCAPE, INC. TO UPDATE THE
ADMINISTRATION BUILDING LANDSCAPING IN THE AMOUNT OF $190,360
GENERAL MANAGER’S RECOMMENDATION:
That the Otay Water District (District) Board of Directors award a contract
to Merino Landscape, Inc. (Merino) to update the landscaping in and around
the entrance to the Administration Building in the amount of $190,360.
COMMITTEE ACTION:
See “Attachment A”.
PURPOSE:
To obtain Board authorization for the General Manager to execute an
agreement with Merino to update the landscaping in and around the entrance
to the Administration Building in the amount of $190,360.
ANALYSIS:
The existing landscape installation at the Administration Building is
thirty years old and was initially designed as a water conservation
demonstration garden that outlined typical “Xeriscape” water conservation
measures promoted at that time. Over the years, the landscape has
established but is currently in need of rehabilitation and enhancement in
design, materials, irrigation systems and new available plant species that
promote water conservation.
Staff engaged Wimmer Yamada and Caughey Landscape Architects (WYAC), who
are the original designers of the “Xeriscape” plan, to update their design
Agenda Item 5b
to meet current standards while utilizing original features and utilities
to conserve costs (see “Attachment C” for drawings and specifications).
The engineering estimate for the project is $160,723 and at this budget
level, the District is authorized per California Uniform Public
Construction Cost Accounting Act (CUPCCAA), to procure public works bids
up to $200,000 informally from pre-qualified contractors. For this project,
the District requested licensed (C-27) irrigation and landscape
construction contractors, which cover all works that improve ground
elements, including aesthetics, architecture, horticulture, and
functionality.
Staff issued a request for bids through its online solicitation portal
BidSync/Periscope. Four (4) firms attended a mandatory pre-proposal meeting
and site walk held in person at the Administration building.
The District received two (2) bids with Merino being the lowest responsible
bidder. The two firms who attended the pre-proposal meeting and decided
not to bid indicated that, due to current labor shortages and schedules,
they couldn’t guarantee that they could complete the project as required.
Bidder Bid Amount
Merino Landscape, Inc. $212,100
BrightView Landscape Development, Inc. $266,278
Aztec Landscaping, Inc. No Bid
Benchmark Landscape, Inc No Bid
In that the low bid exceeded the Assumption of Project Costs (“Attachment
D”) prepared by WYAC in January 2022 by 32% and that it exceeded the
$200,000 informal CUPCCAA bid limit, staff met with WYAC and Merino to
value engineer the scope without altering the overall project design and
purpose. Merino submitted a final proposal of $190,360 on December 14,
2022.
Phase General Description Fee
Mobilization Site preparation including preservation of
existing utilities and materials. $18,000
Site Construction Demolition, re-grading, cobble infill,
decomposed granite, and bark mulch. $31,100
Irrigation Install Drip, rotator, bubbler irrigation systems.
Upgrade master valve & flow sensor. $59,000
Landscape Install
Box trees select species. Hydroseed native
hillside. 1 gal. shrubs and groundcover, 5
gal. shrubs/groundcover.
$82,260
Total Fee To include 90 days of maintenance from day
of acceptance. $190,360
FISCAL IMPACT: Joe Beachem, Chief Financial Officer
The total budget for CIP P2638, as approved in the FY 2023 budget, is
$400,000. Total expenditures, plus outstanding commitments including this
item, are $248,107 (see “Attachment B” for the budget detail).
Based on a review of the financial budget, the Project Manager anticipates
that the budget for CIP P2638 is sufficient to support the Project in the
amount of $190,360.
The Finance Department has determined that, under the current rate model,
100% of the funding is available from the Replacement Fund.
STRATEGIC GOAL:
Supports the District’s Strategy: Ensure financial health through
formalized policies, prudent investing, and efficient operations.
LEGAL IMPACT:
None.
ATTACHMENTS:
Attachment A – Committee Action Report
Attachment B – Budget Detail
Attachment C – Drawings and Specifications/Scope of Work
Attachment D - Assumption of Project Costs
ATTACHMENT A
SUBJECT/PROJECT:
AWARD A CONTRACT TO MERINO LANDSCAPE, INC. TO UPDATE THE
ADMINISTRATION BUILDING LANDSCAPING IN THE AMOUNT OF
$190,360
COMMITTEE ACTION:
The Finance, Administration, and Communications Committee reviewed this
item at a meeting held on January 17, 2023, and the following comments
were made:
• The committee asked if the District had any protections with change
orders given the climate with purchasing issues. Staff indicated that
since the plants are readily available, the pricing is set and no
issues are anticipated.
• The committee asked if the current xeriscape was considered as a demo
for the Water Conservation Garden and staff indicated that it was.
• The committee asked Pat Caughey, the landscape architect working on
the project, which material was better for the irrigation system, PVC
or copper. Mr. Caughey indicated that it all depends on how well they
are installed and how often they are maintained. Since he was the
original architect for the current xeriscape designed in 1998, he
stated that they used state-of-the-art irrigation systems at the time
to teach customers about irrigation systems and controllers as well
as plants. Since then, the systems have evolved as well as the native
plants, which are more readily available. The idea is to
update/upgrade the plants and maintain them. Mr. Caughey indicated
that the drip system has improved since it’s installment 23 years ago
and that they would recycle as many plants currently there as
possible.
• The committee asked if the plants would be labeled. Staff indicated
that an information handout for customers was being considered. Mr.
Caughey stated they have provided a QR code on a plaque on other
projects that direct customers to plant information and where to
purchase them.
• The committee asked how pipe issues could be avoided in the future
and if there would be inspections. Mr. Caughey stated there will be
nine site visit reviews during landscape installation, which are very
comprehensive.
• This item was approved to go to full Board as a consent item.
ATTACHMENT B
SUBJECT/PROJECT:
AWARD A CONTRACT TO MERINO LANDSCAPE, INC. TO UPDATE THE
ADMINISTRATION BUILDING LANDSCAPING IN THE AMOUNT OF
$190,360
Project Budget Detail
P2638-Buildings and Grounds Refurbishments
1/9/2023
Budget Category Committed Expenditures Outstanding
Commitment
Projected
Final Cost
Vendor
$400,000.00 Consultant
Contracts
$15,900.00 $10,600.00 $5,300.00 $15,900.00 WIMMER YAMADA AND
CAUGHEY
For Ops Only -
Contracted
Services
$5,547.00 $5,547.00 $0.00 $5,547.00 ADVANCED SPRINKLER DR
$9,780.00 $9,780.00 $0.00 $9,780.00 AZTEC LANDSCAPING INC
$4,800.00 $4,800.00 $0.00 $4,800.00 HOMESTEAD TREE SERVICE
INC
$20,083.16 $20,083.16 $0.00 $20,083.16 GREENRIDGE LANDSCAPE INC
Standard
Salaries
$1,636.48 $1,636.48 $0.00 $1,636.48
Landscape
Contract
$190,360.00 $190,360.00 $190,360.00 MERINO LANDSCAPE, INC
Totals $248,106.64 $52,446.64 $195,660.00 $248,106.64
Sheet Title:
Drawn:
Date:
Checked:
RevisionDateNo.
RR
1/20/2022
PC
WYAC Project Number
Sheet Number:
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TITLE SHEET
T-1
OTAY WATER DISTRICT HEADQUARTERS
LANDSCAPE AND IRRIGATION PLANS FOR:
SHEET INDEX
PLAN SHEET
-TITLE SHEET T-1
-IRRIGATION PLAN LI-1
-IRRIGATION NOTES AND LEGEND LI-2
-IRRIGATION DETAILS LI-3 LI-4
-PLANTING PLAN LP-1
-PLANTING DETAILS LP-2
2554 SWEETWATER SPRINGS BLVD, SPRING VALLEY, CA
N.T.S.
VICINITY MAP - N.T.S.
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ATTACHMENT C
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1"
3 4"
1"3 4"
3 4"
3 4"
3 4"
3 4"
1"
3 4"
3 4"
1"
1"
3 4"
1"
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114"
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1"
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ID
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8.282
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33.45
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42.15
1"
1.795
1"
619.2
1"
718.5
1"
821.6
1"
USE SLEEVES WHERE PIPES AND
WIRING CROSS PAVING AREAS. USE
SEPARATE SLEEVES FOR PIPES
AND WIRING. (TYP.)
DRAWING IS DIAGRAMMATIC.
INSTALL PIPE, WIRING, VALVES, AND
EQUIPMENT WITHIN PLANTER AREAS
UNLESS NOTED OTHERWISE (TYP.)
SYMBOL MANUFACTURER/MODEL ARC
RAIN BIRD R-VAN18 RD-12-SAM-P45-NP ADJ
RAIN BIRD R-VAN18 RD-12-SAM-P45-NP 360
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD XCZ-100-PRB-R
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. PURPLE CAP DESIGNATES FOR
RECLAIMED WATER, NON-POTABLE USE. 1" PESBR VALVE
AND 1" PRESSURE REGULATING 40PSI BASKET FILTER.
0.3-20 GPM.
RAIN BIRD MDCFPCAP
DRIPLINE FLUSH VALVE PURPLE CAP IN COMPRESSION
FITTING COUPLER. FOR NON-POTABLE WATER USE.
RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6"
FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16" OF 1/4"
DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6"
FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16" OF 1/4"
DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6"
FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16" OF 1/4"
DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6"
FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16" OF 1/4"
DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6"
FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16" OF 1/4"
DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18-NP
XFS-CV NON POTABLE SUB-SURFACE LANDSCAPE
DRIPLINE WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9
GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED
AT 18" APART, W/ EMITTERS OFFSET FOR TRIANGULAR
PATTERN. SPECIFY XF INSERT FITTINGS.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD PESBR-PRS-D
1", 1-1/2", 2" DURABLE CHLORINE-RESISTANT VALVES FOR
RECLAIMED WATER APPLICATIONS. WITH SCRUBBER
MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL
HANDLE, AND PRESSURE REGULATOR MODULE.
BALL VALVE
SPEARS PVC COMPACT 2000 BALL VALVE SIZE PER THE
LARGEST REMOTE CONTROL VALVE IN THE MANIFOLD.
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC CLASS 200 SDR 21
18
18
F
ID
ID2
ID3
ID4
ID5
Valve Number
Valve Size
Valve Flow
Valve Callout
##
#"
IRRIGATION SCHEDULE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD ESP12LXMEF-LXMM-LXMMPED W/ (3) ESPLXMSM12
48 STATION, TRADITIONALLY-WIRED, FLOW SMART (MODULE
INCLUDED), COMMERCIAL CONTROLLER. (1) ESP12LXMEF
12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT
ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION
MODULES. INSTALL IN LXMM-LXMMPED POWDER COATED,
METAL WALL-MOUNTED CABINET W/PEDESTAL.
RAIN BIRD WR2-RFC
WIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES 1
RECEIVER AND 1 RAIN/FREEZE SENSOR TRANSMITTER.
C
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IRRIGATION SCHEDULE CONTROLLER
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IRRIGATION SYSTEM NOTES:
CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON
THESE DRAWINGS WHEN IT IS OBVIOUS THAT FIELD OBSTRUCTIONS AND/OR
DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MAY NOT HAVE BEEN
CONSIDERED IN THE SYSTEM ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES
SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE RESIDENT ENGINEER. IN
THE EVENT THAT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME
FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
NOTES:
1.SEE SHEET LI-03 THROUGH LI-04 FOR IRRIGATION DETAILS.
2.SEE SHEET LI-02 NOTES AND IRRIGATION LEGEND
IRRIGATION PLAN
LI-10
SCALE:
feet102030
1" = 10'
SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS
RAIN BIRD R-VAN18 RD-12-SAM-P45-NP ADJ 45 17'
RAIN BIRD R-VAN18 RD-12-SAM-P45-NP 360 45 1.85 17'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD XCZ-100-PRB-R
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. PURPLE CAP DESIGNATES FOR
RECLAIMED WATER, NON-POTABLE USE. 1" PESBR VALVE
AND 1" PRESSURE REGULATING 40PSI BASKET FILTER.
0.3-20 GPM.
RAIN BIRD MDCFPCAP
DRIPLINE FLUSH VALVE PURPLE CAP IN COMPRESSION
FITTING COUPLER. FOR NON-POTABLE WATER USE.
RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6"
FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16" OF 1/4"
DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6"
FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16" OF 1/4"
DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6"
FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16" OF 1/4"
DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6"
FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16" OF 1/4"
DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6"
FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16" OF 1/4"
DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-09-18-NP
XFS-CV NON POTABLE SUB-SURFACE LANDSCAPE
DRIPLINE WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.9
GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACED
AT 18" APART, W/ EMITTERS OFFSET FOR TRIANGULAR
PATTERN. SPECIFY XF INSERT FITTINGS.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD PESBR-PRS-D
1", 1-1/2", 2" DURABLE CHLORINE-RESISTANT VALVES FOR
RECLAIMED WATER APPLICATIONS. WITH SCRUBBER
MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL
HANDLE, AND PRESSURE REGULATOR MODULE.
BALL VALVE
SPEARS PVC COMPACT 2000 BALL VALVE SIZE PER THE
LARGEST REMOTE CONTROL VALVE IN THE MANIFOLD.
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC CLASS 200 SDR 21
18
18
F
ID
ID2
ID3
ID4
ID5
Valve Number
Valve Size
Valve Flow
Valve Callout
##
#"
IRRIGATION SCHEDULE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD ESP12LXMEF-LXMM-LXMMPED W/ (3) ESPLXMSM12
48 STATION, TRADITIONALLY-WIRED, FLOW SMART (MODULE
INCLUDED), COMMERCIAL CONTROLLER. (1) ESP12LXMEF
12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT
ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION
MODULES. INSTALL IN LXMM-LXMMPED POWDER COATED,
METAL WALL-MOUNTED CABINET W/PEDESTAL.
RAIN BIRD WR2-RFC
WIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES 1
RECEIVER AND 1 RAIN/FREEZE SENSOR TRANSMITTER.
C
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IRRIGATION SCHEDULE CONTROLLER
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IRRIGATION NOTES
AND LEGEND
LI-2
1. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MAXIMUM FLOW DEMAND OF 22 GPM AT THE WATER POINT OF CONNECTION (P.O.C.). THE
IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION AND SHALL REPORT ANY DIFFERENCES BETWEEN THE
DESIGN WATER PRESSURE AND THE ACTUAL WORKING PRESSURE READING AT THE IRRIGATION P.O.C. TO OWNER'S REPRESENTATIVE.
2. THIS DESIGN IS DIAGRAMMATIC. THESE DRAWINGS ARE INTENDED TO BE A SCHEMATIC REPRESENTATION OF THE FINISHED IRRIGATION SYSTEM.
ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS
WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING, AND ARCHITECTURAL FEATURES. CONTRACTOR SHALL
MAKE ALL NECESSARY FIELD ADJUSTMENTS TO ACCOMMODATE ACTUAL SITE CONDITIONS.
3. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THESE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF WORK.
4. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THESE DRAWINGS WHEN IT IS OBVIOUS THAT FIELD
OBSTRUCTIONS AND/OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MAY NOT HAVE BEEN CONSIDERED IN THE SYSTEM ENGINEERING.
SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT
THAT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
5. CONTRACTOR TO COORDINATE SLEEVING UNDER ALL PAVING WITH OTHER TRADES AS NECESSARY. NO TEES OR ELLS SHALL BE INSTALLED
UNDER PAVING. ALL SLEEVES SHALL EXTEND A MINIMUM OF TWENTY-FOUR INCHES (24") BEYOND EDGE OF PAVING. ALL SLEEVING LOCATED
UNDER PAVING SHALL BE TWO (2) TIMES THE OUTSIDE DIAMETER OF THE PIPE TO BE SLEEVED, MINIMUM TWO-INCH (2") DIAMETER. CONTRACTOR
TO INSTALL METALLIC BACKED TAPE ALONG THE ENTIRE LENGTH OF THE SLEEVE, TWELVE INCHES (12") DIRECTLY ABOVE THE SLEEVE. TAPE
SHALL BE MARKED "IRRIGATION" IN TWO INCH (2") CAPITAL LETTERS EVERY THREE FEET ALONG THE TAPE.
6. CONCRETE THRUST BLOCKS SHALL BE USED ON ALL IRRIGATION MAINLINES WHERE CHANGES OF DIRECTION OF FORTY-FIVE (45) DEGREES OR
MORE SHOULD OCCUR.
7. CONTRACTOR SHALL FLUSH ALL MAIN LINES PRIOR TO INSTALLATION OF THE VALVES, AND SHALL FLUSH ALL LATERAL LINES PRIOR TO
INSTALLATION OF THE DRIP TUBING.
8. CONTRACTOR SHALL FINE-TUNE AND ADJUST ALL SPRINKLER SYSTEMS TO ACHIEVE OPTIMUM PERFORMANCE AND COMPLETE COVERAGE. THIS
INCLUDES ADJUSTMENT OF THE FLOW CONTROL STEM AT EACH REMOTE CONTROL VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW /
PRESSURE FOR THAT SYSTEM.
9. COORDINATE IRRIGATION WORK WITH PLANTING PLANS TO AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND PLANT PITS. SPECIMEN TREE
LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING. LOCATE SPECIMEN TREES PRIOR TO TRENCHING FOR IRRIGATION PIPING.
10. ALL LATERAL END RUNS ARE AS PER CONTRACT DOCUMENTS.
11. TRENCH MARKER: ALL DIRECT BURIAL WIRES SHALL BE MARKED WITH A CONTINUOUS RED COLORED TRENCH MARKER TAPE PLACED NINE
INCHES (9") BELOW FINISH GRADE DIRECTLY ABOVE THE BURIED WIRES. MARKER TAPE SHALL BE EQUAL TO "ALAMA TAPE" AS MANUFACTURED BY
PAUL POTTER WARNING TAPE INC. TAPE SHALL BE FOUR INCHES (4") WIDE.
12. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS DESIGNED AND IN ACCORDANCE WITH THE CRITERIA AND APPLICABLE STANDARDS AS OF THE
APPROVED DATE OF THESE PLANS. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED PER LOCAL CODE. CONTRACTORS SHALL
SECURE ALL NECESSARY PERMITS.
13. FOR REMOTE CONTROL VALVE MANIFOLDS, BALL VALVE SIZE SHALL EQUAL THE SIZE OF THE LARGEST REMOTE CONTROL VALVE IN THE
MANIFOLD.
14. PROVIDE PULL BOXES FOR CONTROL WIRING AT ALL CHANGES IN DIRECTION GREATER THAN FORTY-FIVE (45) DEGREES AND WHERE WIRE RUNS
EXCEED THREE HUNDRED FEET (300') IN LENGTH. IN-LINE WIRE SPLICES SHALL BE MADE ONLY IN PULL BOXES, WITH WATERPROOF CONNECTORS.
15. CONTRACTOR SHALL PROVIDE ONE (1) SET OF EXTRA CONTROL WIRES PER MANIFOLD.
16. BACKFILL MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), AND OBJECTS WITH SHARP EDGES.
17. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW-HEAD DRAINAGE.
18. OHM TESTING REQUIRED FOR ALL WIRE PRIOR TO CONNECTIONS BEING MADE AND BACKFILLING; OHM TESTING TO BE COMPLETED USING A
MEGA OHM TESTER.
19. OPERATING WATER VELOCITY NOT TO EXCEED 5 FEET PER SECOND.
IRRIGATION NOTES:
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IRRIGATION DETAILS
LI-3
NOTES:
1. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION BY A
CERTIFIED BACKFLOW DEVICE TESTER. CONTRACTOR SHALL PROVIDE THE OWNER'S
REPRESENTATIVE WITH WRITTEN TEST RESULTS COMPLETED BY A CERTIFIED
BACKFLOW TESTER PRIOR TO BACKFLOW PREVENTER ASSEMBLY'S ACCEPTANCE BY
THE OWNER'S REPRESENTATIVE.
2. ALL METAL IN CONTACT WITH CONCRETE SHALL BE POLYETHYLENE WRAPPED USING
TWO-INCH (2") WIDE PLASTIC BACKED ADHESIVE TAPE, MINIMUM EIGHT (8) MILS. THICK
WITH ONE-HALF INCH (1/2") OVERLAP.
3. FINISH SURFACE OF CONCRETE PAD SHALL BE TWO-INCHES (2") ABOVE
SURROUNDING FINISH GRADE WITHIN LANDSCAPE AREAS, OR FLUSH WITH FINISH
GRADE IN TURF AREAS. CONCRETE PAD SHALL BE FOUR-INCHES (4") THICK AND
EIGHTEEN-INCHES (18") WIDE MINIMUM, AND SHALL BE 520-C-2500 GRADE. CONCRETE
PAD SHALL BE LOCATED, STAKED, AND APPROVED BY OWNER'S REPRESENTATIVE
BEFORE CONCRETE IS POURED.
4. FACTORY ASSEMBLED REDUCED PRESSURE PRINCIPLE ASSEMBLY SHALL BE
INCLUDED IN THE LATEST EDITION OF THE "APPROVED FOR SERVICE ISOLATION IN
CALIFORNIA PUBLIC WATER SYSTEMS" ISSUED BY THE STATE OF CALIFORNIA
DEPARTMENT OF HEALTH SERVICES, OFFICE OF DRINKING WATER.
5. PRESSURE REGULATOR AND WYE STRAINER SHALL BE LOCATED DOWNSTREAM OF
THE #2 SHUT-OFF VALVE.
6. PRESSURE REGULATOR SHALL BE INSTALLED UPSTREAM OF THE BACKFLOW
PREVENTER ASSEMBLY WHEN WATER PRESSURE EXCEEDS BACKFLOW PREVENTER
ASSEMBLY INLET RATING.
7. LOCATE BACKFLOW PREVENTER ASSEMBLY AS CLOSE TO WATER METER AS
PRACTICAL, AS APPROVED BY THE AGENCY.
8. ALL RISERS, ELBOWS, AND UNDERGROUND PIPING UPSTREAM OF BACKFLOW
PREVENTER ASSEMBLY SHALL BE COPPER . BRASS UNIONS ARE ACCEPTABLE.
9. PROVIDE REINFORCED STEEL SUPPORT SADDLE AT MIDPOINT OF VALVE MANIFOLD.
ANCHOR SADDLE IN CONCRETE PAD.
SEE NOTE NUMBER 8
BELOW
MI
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12
"
18
"
MA
X
.
ALL
SIDES
8"
A BACKFLOW PREVENTER
ASSEMBLY
N.T.S.
SECTION
FLOW
COPPER PIPING FROM
WATER METER
THRUST BLOCK,
480-C-2000,
1 CU. FT. CONCRETE MIN.
THRUST BLOCK,
480-C-2000,
1 CU. FT. CONCRETE
MIN.
#1 SHUT-OFF
VALVE
CONCRETE PAD, 2%
MIN. SLOPE. SEE NOTE
NUMBER 3 BELOW
BACKFLOW PREV.
CAGE
PRESSURE
REGULATOR
COPPER NIPPLE, TYP.
COPPER ELLS, TYP.
UNION, TYP.
COPPER RISER,
LENGTH AS REQ'D.
FINISH GRADE
COMPACTED
SUB-GRADE
PVC PIPE (MAINLINE)
ADAPTER(S)
COPPER NIPPLE, 8"
MIN.
WYE STRAINER
#2 SHUT-OFF VALVE
REDUCED PRESSURE
BACKFLOW PREVENTER
ASSEMBLY
9"8"8"9"6"15"
PE
R
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6"15"
1
-
1
/
2
"
B BACKFLOW PREVENTER CAGE N.T.S.
SECTION
6" x 4" x 1/8" STEEL PLATES (2) WITH HOLES
FOR PADLOCK
STAINLESS STEEL FRAME AND CAGE, SEE
SCHEDULE STAINLESS STEEL BAR HINGE
PIPE SLEEVE IN PAD OPENING
TO HAVE A 1-1/2" LARGER DIA.
THAN PIPE
CONCRETE PAD, 2% SLOPE TO DRAIN
PIPE SLEEVE, 1-1/2" LARGER DIA.
THAN PIPE SIZE
1/4" ANCHOR BOLTS POURED-IN-PLACE TYP. FOUR
CORNERS
COMPACTED SUB-GRADE (TYP. THROUGHOUT BASE)
4"
1/2" ABOVE FINISH
GRADE IN TURF AREAS,
2" IN SHRUB AND GROUND
COVER AREAS
SEE SPECIFICATIONS FOR
PIPE DEPTHS
PVC SCHEDULE 80 S X T
ADAPTER
ONE CUBIC FOOT
CONCRETE FOOTING
UNMORTARED BRICK
SUPPORTS (4 MIN)
PVC SCHEDULE 80 NIPPLE
(TYP.)
CONTINUE STRAIGHT AT
VALVE MANIFOLDS
PVC SCHEDULE 80 FITTING
(TYP.)
UNDISTURBED OR 90%
COMPACTED SUBGRADE
1
2
3
9
10
11
4
5
6
7
12
14
13
3
8 4
5
6
7
8
9
10
11
12
13
14
-
-
-
-
-
-
-
-
-
-
-
-
G BALL VALVE N.T.S.
SECTION
VALVE BOX WITH LOCKING
COVER, PER SPECIFICATIONS
1
2
-
-
PVC SCHEDULE 80 UNION
BALL VALVE
FINISH GRADE
6" DEEP PEA GRAVEL SUMP
FINISH GRADE
ELECTRIC REMOTE CONTROL VALVE
WATERPROOF WIRE CONNECTORS
VALVE BOX WITH COVER
2"
MI
N
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3"
PVC SCHEDULE 80
S X T ADAPTER
UNMORTARED
BRICK SUPPORTS
(ALL AROUND)
UNDISTURBED OR
90% COMPACTED
SUBGRADE
PVC SCHEDULE 80
UNION
PVC SCHEDULE 80
NIPPLE (TYP.)
PVC SCHEDULE 80
FITTING (TYP.)
2' LONG WIRE
EXPANSION LOOPS
6" DEEP PEA
GRAVEL SUMP
SEE SPECS
FOR PIPE DEPTHS
1
2
3
4
9
10
11
5
5
6
7
8
12
13
14
15
-
-
-
-
2
3
4 1/2" ABOVE FINISH GRADE IN TURF AREAS,
2" IN SHRUB AND GROUND COVER AREAS
5
-
-
-
-
-
-
-
-
-
-
-
6
7
8
9
10
11
12
13
14
15
H REMOTE CONTROL VALVE N.T.S.
SECTION
PVC LATERAL LINE
1
4
3
2
SWING JOINT ASSEMBLY
PLAN VIEW
J POP-UP BUBBLER HEAD N.T.S.
SECTION
1
9
10
7
6
7
8
6
5
1 - POP-UP BUBBLER HEAD
2 - 2" IN SHRUB AREAS
3 - FINISH GRADE
4 - PVC SCHEDULE 80 NIPPLE (3" MIN.)
5 - THREADED ELL (FIPT X FIPT)
6 - PVC SCHEDULE 40 STREET ELL
7 - PVC SCHEDULE 80 NIPPLE
8 - ANTI-DRAIN VALVE (HUNTER "HCV" IF
NOT FACTORY INSTALLED IN SPRINKLER)
9 - PVC SCHEDULE 40 THREADED ELL OR
THREADED TEE (SLIP X FIPT)
10 - PVC LATERAL LINE (SEE
SPECIFICATIONS FOR PIPE DEPTH)
NOTE:
ALL CONNECTIONS ARE TO BE TEFLON
TAPED. NO MARLEX STREET ELLS.
I QUICK COUPLING VALVE
POTABLE
N.T.S.
SECTION AND PARTIAL PLAN
FLUSH IN TURF AREAS,
2" IN SHRUB AND GROUND
COVER AREAS
VALVE BOX WITH COVER (SEE
SPECIFICATIONS)
5
4
3
2
3-
-
1
2
-
1
2"
10
7
8
9
11
19
7
FINISH GRADE
-
-
6
4
1" QUICK COUPLING VALVE (SEE
LEGEND AND SPECIFICATIONS)
UNMORTARED BRICK
SUPPORTS (2 MIN.)
12
12
14
12
15
14
MAINLINE CONNECTION - PLAN
MAINLINE CONNECTION - SECTION SECTION
14
12
16
17
16
18
17
RED BRASS COUPLING,
EXTEND 1/2" ABOVE TOP
OF CONCRETE THRUST
BLOCK
9 -
RED BRASS NIPPLE,
LENGTH AS REQUIRED
10 -
6
PEA GRAVEL SUMP, 6"
DEPTH
13
11 UNDISTURBED OR 90%
COMPACTED
SUBGRADE
-
13 ONE CUBIC FOOT
CONCRETE
THRUST BLOCK
-
RED BRASS ELL12-
RED BRASS NIPPLE,
8" LENGTH MIN.
14 -
RED BRASS STREET ELL15-
PVC ELL OR TEE ON
MAINLINE PIPE
16 -
PVC IRRIGATION
MAINLINE PIPE
17 -
SCHEDULE 80 PVC
NIPPLE, 2" LENGTH MIN.
18 -
6" MIN. TO 18" MAX. FROM
EDGE OF CURBS, WALKS,
ETC.
19-
8 -RED BRASS NIPPLE, 6"
LENGTH MIN.
SEE SPECIFICATIONS FOR
PIPE DEPTHS
5 -
-
14 SEE SPECS. FOR DEPTHS
PVC PRESSURE PIPE7-
UNDISTURBED / COMPACTEDCONTROL WIRES, BUNDLE & TAPE
1
(SEE SPECS.)
SOLENOID
UNION
CONNECTORS (SEE SPECS.)
(W/ 4 FT. MIN. EXTRA WIRE)
VALVE BOX (SEE SPECS.)
WATERPROOF WIRE SPLICE
5
6
-
-
4 -
3 -
2 -
-
11
7
8
2" IN GROUNDCOVER)
BRICK OR CONCRETE SUPPORTS
1 CU. FT. MIN. PEE GRAVEL
PVC SCH 40 FEMALE ADAPTER
FINISH GRADE (FLUSH IN TURF,
12
11
13 -
-
-
-
10
9
-
-
SHORT RED BRASS NIPPLE
13
-
2"
M
I
N
.
5 12
10
4
88
2
1
3 6
9
7
14
REMOTE CONTROL VALVE
(SEE SPECS.)
SUB-GRADE
TYP.
D MASTER CONTROL VALVE
POTABLE
N.T.S.
SECTION
A-2
1'-6"1'-6"1'-6"
QC
KEYNOTES LEGEND:
1 PRESSURE SUPPLY LINE (MAINLINE).
2 ISOLATION VALVE.
3 QUICK COUPLER VALVE.
4 HEAT BRAND ALL VALVES.
5 REMOTE CONTROL VALVE.
6 LATERAL PIPE (TYP).
7 MANIFOLD PIPE.
1
2 3
2
4
555
4
FLOW7
GENERAL NOTES:
1. ALL MANIFOLD AND ISOLATION VALVE PIPING TO BE
SAME SIZE AS THE LARGEST SIZE LATERAL LINE ON
ANY REMOTE CONTROL VALVE IN THE MANIFOLD.
2. EACH MANIFOLD SHALL HAVE A MINIMUM OF 15 FEET
SEPARATION.
3. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER
AREAS, UNLESS NOTED OTHERWISE.
E MANIFOLD CONFIGURATION N.T.S.
PLAN
FL
O
W
A-3 A-1
6
1'-0"
PAVING OR OTHER HARDSCAPE
BV BV
2
10 x PIPE DIA.
MAINLINE
EXTENSION
RED BLACK
BLACK RED
5 x PIPE DIA.
FINISH GRADE
JUMBO BOX
EXTENSION
F FLOW SENSOR INSTALLATION
POTABLE WATER
N.T.S.
SECTION
FLOW SENSOR
PEA GRAVEL DRAIN SUMP 30"
MIN. DIA. x 6" MIN. DEEP
1" IN TURF AREAS 2" IN
SHRUB AREAS
JUMBO PURPLE PLASTIC
VALVE BOX W/ 2-6"
EXTENSIONS AND
LOCKING COVER,
AMETEK OR EQUAL
WATERPROOF
CONNECTIONS
TWO (2) CONDUCTOR SHIELDED CABLE
CONNECTION TO TRANSMITTER
8
5
7 7
8
4
1
3
2
SWING JOINT ASSEMBLY
PLAN VIEW
6
9
K POP-UP SPRAY HEAD
POTABLE
SCALE: N.T.S.
SECTION
10
11
1 - 3" MINIMUM, 6" MAXIMUM, 18" AT
BUILDING WALLS
2 - POP-UP SPRAY HEAD
3 - FLUSH IN TURF AREAS,
2" IN SHRUB AREAS
4 - FINISH GRADE
5 - PVC SCHEDULE 80 NIPPLE
(3" MIN.)
6 - THREADED ELL (FIPT X FIPT)
7 - PVC SCHEDULE 40 STREET ELL
8 - PVC SCHEDULE 80 NIPPLE
9 - ANTI-DRAIN VALVE (HUNTER
"HCV" IF NOT FACTORY
INSTALLED IN SPRINKLER)
10 - PVC SCHEDULE 40 ELL OR TEE
11 - PVC LATERAL LINE (SEE
SPECIFICATIONS FOR PIPE
DEPTH)
NOTE:
ALL CONNECTIONS ARE TO BE TEFLON
TAPED. NO MARLEX STREET ELLS.
8"
\"
1"
CONTROLLER BEYOND
120V SERVICE
QUICKPAD MOUNTING PAD-STRONG BOX V.I.T.
8' COPPER GROUND ROD (SET
PLUMB)
CONDUIT FOR 1-1/4" CABLE
CONDUIT FOR CONTROLLER
CABLE
C CONTROLLER ASSEMBLY
PEDESTAL MOUNT
N.T.S.
SECTION
CONTROLLER ENCLOSURE
NOTE:
1.LABEL IRRIGATION CONTROLLER WITH "DO NOT DRINK SIGN" DECAL
PER WM-08
2.INSTALL PER MANUFACTURER'S DETAILS AND SPECIFICATIONS.
RAIN-SENSING DEVICE IN
STAINLESS STEEL,
VANDAL-RESISTANT
ENCLOSURE
90^ SWEEP ELLS (TYP.)
CLR.
ALL
SIDES
SLOPE TO DRAIN, ALL SIDES
Sheet Title:
Drawn:
Date:
Checked:
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IRRIGATION DETAILS
LI-4
TECHLINE 3/4"
MALE ADAPTER
PVC TEE (SxSxT)
EXHAUST HEADER: 3/4"
SCH 40 PVC PIPING
TECHLINE CV
TUBING
O TECHLINE CV START CONNECTION
(FOR EXHAUST HEADERS - PVC TO TEE)
N.T.S.
ELEVATION
FINISH GRADE
TECHLINE TEE
TECHLINE TUBING
PVC TEE (SxSxT)
BLANK TECHLINE
TUBING
TECHLINE 3/4"
MALE ADAPTER
3"- 4"
P TECHLINE START CONNECTION
(FOR SUPPLY HEADERS - PVC TO TEE)
SCALE: N.T.S.
SECTION
12" MIN. TO TOP
OF PVC PIPE
SUPPLY HEADER:
3/4" SCH 40 PVC PIPING
LEGEND:
1. SLIP BASE SOCKET OVER END OF WIRES.
2. CLEANLY STRIP WIRES APPROXIMATELY 5/8" FROM END.
3. PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP SLEEVES AND CUT OFF
EXCESS.
4. APPLY SEALER TO INSIDE OF SEALING PLUG - FILL CAVITY WITH
SEALER.
5. PULL BASE SOCKET BACK OVER END OF WIRES AS FAR AS POSSIBLE.
6. PUSH SEALING PLUG INTO BASE SOCKET.
7. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING
OF CONNECTION.
8. USE DRI-SPLICE MFG. BY SPEARS, OR APPROVED EQUAL.
56
8 7
11
2
34
S WIRE CONNECTOR
POTABLE
SCALE: N.T.S.
T PIPE TRENCHING
POTABLE WATER
N.T.S.
SECTION
4"
2"
6"6"
.
PRESSURIZED MAINLINE:
-24" IN OPEN AREAS
LATERAL LINE:
-15" IN OPEN AREAS
CONTROL WIRE:
-24" IN OPEN AREAS
HORIZONTALLY PARALLEL WITH
MAINLINE
1 UNDISTURBED SOIL
2 NATIVE BACKFILL AT 95% RELATIVE
COMPACTION, FREE OF ROCK AND
DEBRIS
3 CLEAN SAND COMPACTED TO 70%
RELATIVE DENSITY
4 3" WIDE TRENCH MARKER TAPE (2)
5 PVC PIPE
6 FINISH GRADE
1
2
3
4
5
NOTE:
EXCAVATE TRENCHES WIDE ENOUGH TO ALLOW A MINIMUM OF 6 INCHES BETWEEN
PARALLEL PIPE LINES AND 8 INCHES FROM LINES OF OTHER TRADES. DO NOT
INSTALL IRRIGATION LINES DIRECTLY PARALLEL OR VERTICALLY OVER ONE
ANOTHER. MAINTAIN 3 INCHES VERTICAL CLEARANCE BETWEEN IRRIGATION LINES.
6
12"
4
U PIPE SLEEVING
POTABLE WATER
N.T.S.
SECTION
4"
2"
6"6"
.
PRESSURIZED MAINLINE:
-24" IN OPEN AREAS
-36" UNDER PAVEMENT BASE
LATERAL LINE:
-15" IN OPEN AREAS
-24" UNDER PAVEMENT BASE
CONTROL WIRE IN SLEEVE:
-24" IN OPEN AREAS
-36" UNDER PAVEMENT BASE
HORIZONTALLY PARALLEL WITH
MAINLINE
1 PAVEMENT
2 AGGREGATE COURSE BASE
3 UNDISTURBED SOIL
4 BACKFILL AT 95% RELATIVE
COMPACTION, FREE OF ROCK AND
DEBRIS
5 CLEAN SAND COMPACTED TO 70%
RELATIVE DENSITY
6 3" WIDE TRENCH MARKER TAPE (2)
7 PVC PIPE, SLEEVED UNDER
PAVEMENT
1
2
3
4
6
5
7
NOTE:
1.PIPE UNDER PAVEMENT SHALL
BE INSTALLED IN A SCH 40 PVC
SLEEVE, TWICE THE DIAMETER
OF THE PIPE (4" MIN.) AND
EXTEND 12" BEYOND THE
PAVEMENT ON EITHER SIDE.
2.ALL MAINLINE SLEEVES MUST
END IN A SOFT WORKABLE
LANDSCAPE AREA AND EXTEND
12" FROM BACK OF
CURB/HARDSCAPE EDGES.
6
12"
FINISH GRADE OF SOIL
SUB GRADE
TECHLINE CV LATERALS BURIED
18"TECHLINE CV LATERAL
SPACING
V TECHLINE CV SUBGRADE
INSTALLATION
SCALE: N.T.S
SECTION
3" - 4" BELOW FINISH GRADE OF
SOIL
FINISH GRADE OF BARK MULCH
BARK MULCH
TECHLINE CV LATERAL (TYP.)
M TECHLINE HCVXR CENTER FEED LAYOUT SCALE: N.T.S.
SECTION
REMOTE CONTROL VALVE WITH
DISC FILTER AND PRV
AREA PERIMETER
PERIMETER LATERALS 2"
TO 4" FROM EDGE
Techline® HCVXR DRIPLINE
SEE IRRIGATION LEGEND FOR ROW
SPACING
PVC OR POLY EXHAUST HEADER
PVC OR POLY SUPPLY HEADER
Techline® START CONNECTION
PVC OR POLY EXHAUST HEADER
NOTE:
1.RECOMMENDED MINIMUM FILTRATION:
120 MESH
2.PRESSURE AT FLUSH VALVE SHALL BE
MIN 21.8 PSI
3.HIGH CHECK VALVE (MAX 8.5' OF
WATER (ELEVATION CHANGE))
4.REFER TO MAXIMUM LENGTH OF A
SINGLE LATERAL CHART
N TECHLINE HCVXR IRREGULAR AREAS SCALE: N.T.S.
SECTION
Techline® START CONNECTION
AREA PERIMETER
Techline® HCVXR DRIPLINE
REMOTE CONTROL VALVE
WITH DISC FILTER AND PRV
PVC OR POLY SUPPLY HEADER
Techline® TEE
EXHAUST HEADER PVC OR POLY
PERIMETER LATERALS 2"
TO 4" FROM EDGE
SEE IRRIGATION LEGEND
FOR SPACING
NOTE:
1.RECOMMENDED MINIMUM FILTRATION:
120 MESH
2.PRESSURE AT FLUSH VALVE SHALL BE
MIN 21.8 PSI
3.HIGH CHECK VALVE (MAX 8.5' OF
WATER (ELEVATION CHANGE))
4.REFER TO MAXIMUM LENGTH OF A
SINGLE LATERAL CHART
R ECO INDICATOR - SWING JOINT SCALE: N.T.S.
SECTION
1
2
3
4
5
1
2
LEGEND:
ECO INDICATOR
3
4 PVC LATERAL PIPE
FINISHED GRADE
ADJACENT MULCH
5 SWING JOINT
L LOW FLOW CONTROL ZONE ASSEMBLY SCALE: N.T.S.
SECTION
W GATE VALVE N.T.S.
SECTION
UNDISTURBED OR 90%
COMPACTED SUBGRADE
PVC SCHEDULE 80 FITTING
(TYP.)
CONTINUE STRAIGHT AT
VALVE MANIFOLDS
PVC SCHEDULE 80
NIPPLE (TYP.)
UNMORTARED BRICK
SUPPORTS (4 MIN)
ONE CUBIC FOOT
CONCRETE FOOTING
PVC SCHEDULE 80 S X
T ADAPTER
SEE DETAILS AND
SPECIFICATIONS FOR
PIPE DEPTHS
1/2" ABOVE FINISH
GRADE IN TURF AREAS,
2" IN SHRUB AND GROUND
COVER AREAS
VALVE BOX WITH
LOCKING COVER, PER
SPECIFICATIONS
5
7
6
4
13
14
12
14 -
13 -
12 -
11 -
10 -
9 -
8 -
1
2
3
2
9
10
11
7 -
6 -
5 -
4 -
3 -
-
1 -
8
6" DEEP PEA GRAVEL
SUMP
FINISH GRADE
GATE VALVE
PVC SCHEDULE 80 UNION
NOTE:
1. ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER
TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX.
1 -
2 -
3 -
4 -
5 -
6 -
7 -
FINISH GRADE
FLUSH CAP FOR EASY FIT
COMPRESSION FITTINGS:
POTABLE:RAIN BIRD MDCFCAP
NON-POTABLE: RAIN BIRD
EASY FIT COUPLING:
RAIN BIRD MDCFCOUP
SUBTERRANEAN EMITTER BOX:
RAIN BIRD SEB 7XB W/ LOCKING LID
SUB-SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE
POTABLE: XFS DRIPLINE
NON-POTABLE: XFSP DRIPLINE
3-INCH MINIMUM DEPTH OF
3/8-INCH WASHED GRAVEL
BRICK (1 OF 2)
MDCFPCAP
1 2 3 4 5
6 7
Q DRIPLINE FLUSH POINT
XFS SUBGRADE
N.T.S.
SECTION
AN
ANAN
AN
AN
AN
AN
AN AN
AN
AN
AN
AN
AN
AN
ANAN
AN
AN
AN
ANAN
AN
ANAN
AN
AN
AN
AN
AN
AN AN
AN
AN
AN
CHCH
CH
CH CH
CH
CH
CH
CH CH CH
CH
CH
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
AFAFAFAF
AF
AF
AF
AF
AF
AF
AF
AF
AFAFAFAF
AF
AF
AF
SM SM SMSM
CONTRACTOR TO REMOVE ALL RIVER COBBLE THAT IS
GLUED TO TOP OF EXISTING WALKWAY WALLS (2).
ALL RESIDUAL MORTAR, GLUE AND ROCK FRAGMENTS
ARE TO BE SCRAPPED FROM TOP AND SIDE OF WALL.
REPAIR ANY DAMAGED PORTION OF THE WALL WITH
CONCRETE PATCH. ANY CLEAN AND USABLE COBBLE
THAT HAS BEEN REMOVED FROM THE WALL WILL BE
DISPERSED ALONG WITH OTHER COBBLE BEING
SPECIFIED FOR ROCK MULCH AREAS.
EXISTING TREE, TYP.
NOTE: SCREENED DG AND
LARGE RIVER COBBLE GROUND
COVER REMAINS AS SHOWN IN
THIS AREA ONLY.
NOTE: IN THIS LARGE PLANTING ISLAND,
BERM TO 2' HEIGHT IN CENTER - WOOD
MULCH IN CENTER WITH LARGE COBBLE
RETAINING EDGE AROUND PERIMETER
(18' WIDTH).
ALL REMAINING AREAS TO HAVE DG
INSTEAD OF CONTINUED COBBLE
AND BASE GROUND COVER.
NOTE: ALL TREES SHOWN ARE TO
REMAIN AND BE PROTECTED
IN PLACE DURING LANDSCAPE
CONSTRUCTION.
12" BAND OF HAND SET LARGE COBBLE
(6"-8" ALONG BACK OF CURB/WALL/WALK
- OVER FILTER FABRIC. FOR USE IN
RETAINING WOOD MULCH ON SLOPE
AND FLAT AREAS.
12" BAND OF HAND SET LARGE COBBLE
(6"-8" ALONG BACK OF CURB/WALL/WALK
- OVER FILTER FABRIC. FOR USE IN
RETAINING WOOD MULCH ON SLOPE
AND FLAT AREAS.
INSTALL "GORILLA WOOD" MULCH TO
UNIFORM DEPTH OVER FILTER FABRIC IN
ALL CONTAINER PLANTED SLOPE AND
FLAT LYING AREAS THAT ARE NOT
IDENTIFIED AS INERT ROCK MATERIALS
(DG OR COBBLE)
INSTALL "GORILLA WOOD" MULCH TO
UNIFORM DEPTH OVER FILTER FABRIC IN
ALL CONTAINER PLANTED SLOPE AND
FLAT LYING AREAS THAT ARE NOT
IDENTIFIED AS INERT ROCK MATERIALS
(DG OR COBBLE)
TREES CODE BOTANICAL / COMMON NAME SIZE QTY
ALO BAI ALOE BAINESII 36" BOX 11
TREE ALOE
SHRUBS CODE BOTANICAL / COMMON NAME SIZE QTY
AEO HAW AEONIUM HAWORTHII 5 GAL.
PINWHEEL
TO BE LOCATED ON SITE
AN AGAVE CELSII 'NOVA'5 GAL.35
NOVA CENTURY PLANT
AGA BAC AGAVE CHAZAROI 5 GAL.20
AGAVE CHAZAROI
AF AGAVE FERNANDI-REGIS 5 GAL.19
FERDINAND AGAVE
AGA GEM AGAVE GEMINIFLORA 5 GAL.20
TWIN FLOWERED AGAVE
ALO NOB ALOE X NOBILIS 5 GAL.7
VARIEGATED ALOE NOBILIS
CB CALLISTEMON VIMINALIS 'LJ1' TM 5 GAL.57
BETTER JOHN BOTTLEBRUSH
CEA ATJ CEANOTHUS SPP.5 GAL.11
CALIFORNIA LILAC
CIS PUR CISTUS X PURPUREUS 5 GAL.82
ORCHID ROCKROSE
CH CRASSULA OVATA 'HOBBIT'5 GAL.13
HOBBIT JADE
DC DIANELLA CAERULEA 'DBB03' TM 5 GAL.18
CASSA BLUE FLAX LILY
ENC FER ENCEPHALARTOS FEROX 5 GAL.7
CHIHANGA CYCAD
EUP COT EUPHORBIA COTINIFOLIA 15 GAL.
CARIBBEAN COPPER PLANT
EUP STI EUPHORBIA TIRUCALLI 'STICKS ON FIRE'5 GAL.17
STICKS ON FIRE PENCIL TREE
FUR GEG FURCRAEA GIGANTEA 5 GAL.3
FALSE AGAVE
GAL FIR GALVEZIA SPECIOSA 'FIRECRACKER'5 GAL.12
FIRECRACKER ISLAND SNAPDRAGON
GRE NOE GREVILLEA X 'NOELLII'5 GAL.31
NOEL GREVILLEA
HES WHI HESPEROYUCCA WHIPPLEI 5 GAL.
CHAPARRAL YUCCA
TO BE LOCATED ON SITE.
HET ARB HETEROMELES ARBUTIFOLIA 5 GAL.25
TOYON
LEU COM LEUCOPHYLLUM FRUTESCENS 'COMPACTA'5 GAL.14
COMPACT TEXAS RANGER
MAC UNG MACFADYENA UNGUIS-CATI 5 GAL.14
CAT'S CLAW CREEPER
MAH NEV MAHONIA NEVINII 5 GAL.12
NEVIN MAHONIA
PED MAC PEDILANTHUS MACROCARPUS 5 GAL.15
SLIPPER
SAL BEE SALVIA X 'BEE'S BLISS'5 GAL.12
BEE'S BLISS SAGE
SAN CYL SANSEVIERIA CYLINDRICA 5 GAL.
DEVIL'S TONGUE
TO BE LOCATED ON SITE.
SM SEDUM MORGANIANUM 5 GAL.4
BURRO'S TAIL
SEN DEC SENECIO DECARYI 5 GAL.5
MADAGASCAR SENECIO
GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE SPACING QTY
ARC ECP ARCTOSTAPHYLOS X 'EMERALD CARPET'5 GAL.36" o.c.661 SF
EMERALD CARPET MANZANITA
COT LOW COTONEASTER DAMMERI 'LOWFAST'5 GAL.48" o.c.556 SF
LOWFAST BEARBERRY COTONEASTER
DG DECOMPOSED GRANITE 5 GAL.1,937 SF
3/8" SCREENED CALIFORNIA GOLD D.G. - 3"
DEPTH OVER FILTER FABRIC.
HYD MIX HYDROSEED MIX FOR SLOPES SEED 6,197 SF
TO BE CONSULTED WITH S&S SEEDS
RIV RIVER COBBLE - 1 LAYER DEPTH -HAND LAID ---1,149 SF
TO PROVIDE GENERAL FLAT LEVEL
INSTALLED OVER FILTER FABRIC. (NO
BROKEN PIECES TO BE USED)
6"-8" IN SIZE, ARIZONA BLEND, AVAILABLE
THROUGH SOUTHWEST BOULDERS. INFILL
BETWEEN VOIDS WITH 38" TO 34" PEA GRAVEL
SIZE ROCK OF SAME BLEND AS SPECIFIED.
AN
AF
CH
DC
SM
PLANT SCHEDULE
BOULDER CLUSTER LOCATIONS - TO BE
SPOTTED BY LANDSCAPE ARCHITECT IN
FIELD FROM FOLLOWING INVENTORIES -
30% 3'X3'X3', 20" 4'X4'X4', 10% 5'X5X5' - ARIZONA
BLEND, AVAILABLE THROUGH SOUTHWEST
BOULDERS. TOTAL BOULDER COUNT 120.
Sheet Title:
Drawn:
Date:
Checked:
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NOTES:
1.SEE SHEET LP-2 FOR PLANTING NOTES AND DETAILS
TREE CLEARANCES:
1.DRIVEWAYS - 10'
2.TRAFFIC SIGNALS/STOP SIGNS - 20'
3.INTERSECTIONS - 25'
4.UTILITIES - UNDERGROUND - 5'; ABOVE GROUND - 10'
5.FIRE HYDRANT - 10'
6.LIGHT STANDARDS - 110'
7.SIDEWALK UNDERDRAINS - 3'
PLANTING PLAN &
LEGEND
LP-10
SCALE:
feet204060
1" = 20'
GENERAL NOTE:
1.THIS DRAWING IS BASED OFF OF SITE OBSERVATIONS, CONTRACTOR TO VERIFY EXISTING MATERIAL AND
ENSURE PROPOSED MATERIAL BLENDS.
2.QUANTITIES SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS
AND OTHER MATERIALS SUFFICIENT TO COVER AREAS SHOWN ON THE DRAWINGS AT THE SPECIFIED
SPACING AND LOCATIONS.
3.THE CONTRACTOR SHALL CONFIRM ALL UTILITIES & SIGNAGE ON SITE BEFORE CONSTRUCTION.
4.ALL PLANTING AREAS SHALL RECEIVE AMENDMENTS PER SOILS TEST RECOMMENDATIONS.
5.PROTECT-IN-PLACE ALL EXISTING TREES AND PLANT MATERIAL NOTED.
6.SHRUBS & TREES SHALL BE INSTALLED PER SAN DIEGO REGIONAL STANDARD DRAWINGS.
7.REMOVE AND DISPOSE OF OFF-SITE ALL TURF AND PLANT MATERIAL IN PROPOSED PLANTING AREAS.
8.PRUNE, TRIM, AND LACE ALL EXISTING TREES AND PLANT MATERIAL TO REMAIN TO A HEALTHY
APPEARANCE AND GROWING CONDITION.
9.PROVIDE FILTER FABRIC UNDER 100% OF ROCK COBBLE AREAS.
10.CONTRACTOR SHALL ADJUST, REPAIR AND REPLACE AS NEEDED ALL EXISTING IRRIGATION PER THE
PROPOSED RENOVATIONS AND GRASS REMOVAL. ENSURE PROPER WORKING ORDER OF IRRIGATION
DURING AND AFTER CONSTRUCTION. MAINTAIN AND ADJUST SYSTEM TO ENSURE 100% HEAD-TO-HEAD
COVERAGE AND NO OVERSPRAY.
Sheet Title:
Drawn:
Date:
Checked:
RevisionDateNo.
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1/20/2022
PC
WYAC Project Number
Sheet Number:
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PLANTING DETAILS
LP-2
2X ROOTBALL WIDTH
TYP.TY
P
.
ROOTBALL
ORIGINAL
PREVAILING
CU
T
6
"
B
E
L
O
W
BR
A
N
C
H
C
A
N
O
P
Y
WIND
FINISH GRADE
12" MIN.
ALL SIDES
COLLAR
1"-2" ABOVE
4" DIA. PEFORATED RIGID PVC PIPE
WITH FILTER SOCK AND GRATE (TYP.),
IN TWO PLACES. DO NOT FILL PIPE
WITH GRAVEL.
UNDISTURBED SOIL
PLANTING BACKFILL (PER SPECS).
BACKFILL AND COMPACT IN 8" LIFTS
(PUDDLE & SETTLE AFTER SETTING
TREE).
ROUGHEN SIDES & BOTTOM
OF PLANTING PIT
PLANTING TABLETS (PER SPECS)
BARK MULCH (PER SPECS.)
4" HIGH WATER BASIN (DURING THE
MAINTENANCE PERIOD).
OMIT IN TURF AREAS.
TREE STAKE-ALL STAKES CUT 6"
BELOW BRANCH CANOPY
4 TREE TIES MIN. (2 @ TOP
OF STAKE, OTHERS WHERE
NECESSARY TO SUPPORT TREE).
TIE IN FIGURE-8 FASHION.
GALVANIZED NAIL TYP.
FINISH GRADE
PREVAILING
WIND
8'-
0
"
BE
L
O
W
12"
4"
A TREE PLANTING AND STAKING N.T.S.
SECTION
BO
T
T
O
M
O
F
RO
O
T
B
A
L
L
BACKFILL HOLES
BELOW ROOTBALL
WITH GRAVEL.
SEE SPECS.
RO
O
T
B
A
L
L
DE
P
T
H
O
F
PRIVATE
NOTE:
1. REMOVE ALL
NURSERY STAKES.
2. MULCH SHALL BE
KEPT 4-6" AWAY FROM
TRUNK, STEMS, AND
TAPER AT ROOT BALL
6'
-
1
"
BR
A
N
C
H
TR
E
E
C
L
E
A
R
A
N
C
E
B PLANT MATERIAL SPACING N.T.S.
PLAN
LOCATE PLANTS EQUALLY
SPACED PER DISTANCE
INDICATED ON PLANS.
(TRIANGULAR SPACED)
KEEP PLANTS FROM
EDGE OF PAVING EQUAL
TO A DISTANCE 75% OF
PLANT SPACING SHOWN
ON PLANS.
EQUAL PLANTER AREA HARDSCAPE/PAVING
PLANT (TYP.)
EQU
A
L
NOTE:
1. MULCH SHALL BE KEPT
4-6" AWAY FROM TRUNK,
STEMS, AND TAPER AT ROOT
BALL
MINIMUM PLANTING PIT SIZING
GRADE
1 GAL. CONTAINER
15 GAL. CONTAINER
5 GAL. CONTAINER
18" DIAMETER
24" DIAMETER
30" DIAMETER
PLANTING BACKFILL.
BACKFILL AND COMPACT IN
8" LIFTS (PUDDLE & SETTLE
AFTER SETTING SHRUB).
C SHRUB PLANTING N.T.S.
SECTION
UNDISTURBED SOIL
ROUGHEN SIDES AND
BOTTOM OF PLANTING PIT
PLANTING TABLET (TYP.) PER
SPECIFICATIONS
ROOTBALL
FINISH
BERM 12" MIN.
FROM TRUNK
3" DEPTH WATERING
BASIN
BARK MULCH PER
SPECIFICATIONS
SHRUB
COLLAR 1" ABOVE FINISH
GRADE
SLOPE 1/4" / FT
NOTE:
1. MULCH SHALL BE
KEPT 4-6" AWAY FROM
TRUNK, STEMS, AND
TAPER AT ROOT BALL
1.ALL PLANTING AND FINISH GRADING OPERATIONS SHALL BE CARRIED OUT IN ACCORDANCE
WITH THE PROJECT DRAWINGS, DETAILS, AND PROJECT SPECIFICATIONS. REFER TO PROJECT
SPECIFICATIONS FOR ALL PLANTING REQUIREMENTS. FINE GRADE ALL PLANTING AREAS PRIOR
TO COMMENCEMENT OF PLANTING OPERATIONS.
2.SEE THIS SHEET LP-101 & LP-102 AND FOR PLANTING PLAN AND THIS SHEET FOR SCHEDULE.
3.CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE
ARCHITECT IMMEDIATELY OF ANY CHANGED CONDITIONS WHICH OCCUR ON PROJECT SITE
WHICH ARE NOT REFLECTED ON PLANS.
4.REMOVE ALL WEEDS, DEBRIS, AND ROCKS LARGER THAN ONE-HALF-INCH (1/2") FROM ALL
PLANTING AREAS, AND DISPOSE OF APPROPRIATELY OFF-SITE.
5.FINISH GRADE OF SOIL SHALL BE TWO-INCHES (2") BELOW ADJACENT FINISH PAVING SURFACE.
6.CONTRACTOR SHALL PROVIDE ELECTRONIC PHOTOGRAPHS OF ALL PROPOSED TREES TO BE
INSTALLED, TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PURCHASE AND
INSTALLATION. EACH TREE PHOTOGRAPH SHALL INCLUDE GRAPHIC INFORMATION ABOUT THE
TREE INCLUDING, BUT NOT LIMITED TO: DIAMETER AT BREAST HEIGHT, OVERALL HEIGHT,
TRUNK HEIGHT, CROWN WIDTH AND HEIGHT, AND NURSERY SOURCE.
7.ALL TREES SHALL BE SINGLE-TRUNK STANDARDS, UNLESS NOTED OTHERWISE ON THE
DRAWINGS. FOR TREES WITHIN FIVE FEET FROM HARDSCAPE AREAS, CONTRACTOR TO INSTALL
ROOT BARRIERS PER SPECIFICATIONS AND DETAILS.
8.ALL PLANTS SHALL BE PROTECTED FROM SUN, WIND, HEAT, AND FROST DURING
TRANSPORTATION TO THE SITE AND DURING STORAGE AT THE SITE. DO NOT STORE PLANTS IN
TOTAL DARKNESS FOR MORE THAN ONE DAY.
9.DO NOT DAMAGE PLANT ROOT BALL DURING TRANSPORTATION OR PLANTING PROCESS.
10.CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AT THE TIME OF DELIVERY OF
ANY PLANT MATERIAL WHICH HAS BEEN DAMAGED OR IS IN POOR CONDITION. THE OWNER'S
REPRESENTATIVE SHALL DETERMINE ACCEPTABILITY OF SUBJECT PLANT MATERIAL.
11.PLANT MATERIAL SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE
ARCHITECT BEFORE PLANTING. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE
OWNER'S REPRESENTATIVE DUE TO POOR CONDITION, FORM, OR DAMAGE PRIOR TO, DURING,
OR AFTER THE PLANTING PROCESS. ANY PLANT BROUGHT TO THE CONSTRUCTION SITE WHICH
IS FOUND TO HAVE DISEASE OR INVASIVE SPECIES SHALL BE REMOVED IMMEDIATELY.
12.ALL ON-SITE PLANT MATERIALS (BALL AND BURLAP, CONTAINERS, TEMPORARILY STAGED IN
BARK MULCH, AND/OR PLANTED IN THE GROUND) SHALL BE PROPERLY WATERED AND
MAINTAINED TO ENSURE HEALTHY GROWTH.
13.AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE SHALL HAVE AN
IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING BOTH COMMON AND
SCIENTIFIC NAMES.
14.THE PLANTING PLANS ARE DIAGRAMMATIC. PLANT MATERIALS SHALL BE SPOTTED
APPROXIMATELY AS SHOWN ON THE DRAWINGS. TREE LOCATIONS ARE TO BE APPROVED BY
THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT PRIOR TO EXCAVATION FOR
PLANTING PITS AND REMOVAL FROM CONTAINERS. FINAL LAYOUT OF ALL OTHER PLANT
MATERIALS SHALL BE APPROVED IN THE FIELD BY THE OWNER'S REPRESENTATIVE OR
LANDSCAPE ARCHITECT PRIOR TO PLANTING.
15.CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIALS SUFFICIENT TO COVER
AREAS SHOWN ON THE DRAWINGS AT THE SPECIFIED SPACINGS. QUANTITIES ARE PROVIDED
ON THE PLANS FOR REFERENCE ONLY.
16.CONTRACTOR SHALL SUBMIT AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS REPORT
(SOILS ANALYSIS REPORT FROM REPRESENTATIVE ON-SITE SOIL SAMPLES - SEE
SPECIFICATIONS) TO THE LANDSCAPE ARCHITECT AND THE OWNER'S REPRESENTATIVE FOR
APPROVAL PRIOR TO ANY PLANTING WORK OR SOIL AMENDMENT INCORPORATION. THE
RECOMMENDATIONS OF THE SOILS ANALYSIS REPORT FOR TOPSOIL AMENDMENT AND
BACKFILL MIX AMENDMENT SHALL SUPERSEDE THE RECOMMENDATIONS LISTED IN THE
SPECIFICATIONS.
17.CONTRACTOR SHALL COORDINATE PLANTING WORK WITH THE WORK OF OTHER TRADES AND
PROFESSIONS. CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE DURING THE COURSE OF
CONSTRUCTION.
18.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF EXISTING PROPOSED UTILITIES WITHIN
THE PROJECT LIMITS WHICH MAY BE AFFECTED BY INSTALLATION. IMMEDIATELY CONTACT THE
OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT IF A CONFLICT IS EVIDENT.
19.REMOVE ALL TYING MATERIALS, MARKING TAPES, AND NURSERY STAKES AT THE TIME OF
PLANTING.
20.TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 10 FEET OF
PUBLIC IMPROVEMENTS INCLUDING WALKS, CURBS, OR STREET PAVEMENTS OR WHERE NEW
PUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. THE ROOT BARRIER WILL
NOT WRAP AROUND THE ROOT BALL. ROOT BARRIER SHALL BE 20' IN LENGTH, CENTERED ON
CENTERLINE OF TREE TRUNK (10' TO EACH SIDE).
21.CONTRACTOR SHALL INSTALL EROSION CONTROL MATTING ON ALL SLOPES WITH
THREE-TO-ONE (3:1) GRADIENT AND GREATER.
22.CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AND OTHER IMPROVEMENTS
WITHIN AND OUTSIDE THE LIMITS OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REPAIR OR REPLACEMENT OF ANY DAMAGES INCURRED.
23.THE MAINTENANCE PERIOD SHALL BEGIN ONLY UPON WRITTEN ACCEPTANCE OF THE
COMPLETED PLANTED AREAS BY THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE
ARCHITECT.
PLANTING NOTES:
1.FURNISH NURSERY-GROWN PLANTS TRUE TO SPECIFIED GENUS, SPECIES, SUBSPECIES,
VARIETY, CULTIVAR (CULTIVATED VARIETY), STEM FORM, SHEARING, AND OTHER FEATURES
INDICATED IN PLANT SCHEDULE AND COMPLYING WITH ANSI Z60.1-2014 (APRIL 14, 2014
EDITION).
2.PLANT PHOTOGRAPHS: SUBMIT COLOR PHOTOGRAPHS IN DIGITAL FORMAT OF EACH
REQUIRED SPECIES AND SIZE OF PLANT MATERIAL AS IT WILL BE FURNISHED TO THE
PROJECT. TAKE PHOTOGRAPHS FROM AN ANGLE DEPICTING TRUE SIZE AND CONDITION OF
THE TYPICAL PLANT TO BE FURNISHED. INCLUDE A SCALE ROD, PERSON, OR OTHER
MEASURING DEVICE IN EACH PHOTOGRAPH. FOR SPECIES WHERE MORE THAN TWENTY
PLANTS ARE REQUIRED, INCLUDE A MINIMUM OF 3 PHOTOGRAPHS SHOWING THE AVERAGE
PLANT, THE BEST QUALITY PLANT, AND THE WORST QUALITY PLANT TO BE FURNISHED.
IDENTIFY EACH PHOTOGRAPH WITH THE FULL BOTANICAL NAME OF THE SPECIFIED PLANT
(INCLUDING GENUS, SPECIES, SUBSPECIES, VARIETY, CULTIVAR, ETC.), PLANT SIZE, AND
NAME OF THE GROWING NURSERY. PHOTOGRAPHS SHALL BE SUBMITTED TO LANDSCAPE
ARCHITECT PRIOR TO COMPLETION OF ROUGH GRADING.
3.PROVIDE WELL-SHAPED, FULLY BRANCHED, VIGOROUS STOCK, WITH HEALTHY FOLIAGE AND
HEALTHY ROOT SYSTEMS, DENSELY FOLIATED WHEN IN LEAF AND FREE OF DISEASE, PESTS,
EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND
DISFIGUREMENT.
4.COLLECTED STOCK: DO NOT USE PLANTS HARVESTED FROM THE WILD, FROM NATIVE
STANDS, FROM AN ESTABLISHED LANDSCAPE PLANTING, OR NOT GROWN IN A NURSERY
UNLESS OTHERWISE INDICATED.
5.PROVIDE PLANTS OF SIZES, GRADES, AND BALL OR CONTAINER SIZES COMPLYING WITH ANSI
Z60.1-2014 FOR TYPES AND FORM OF PLANTS REQUIRED. PLANTS OF A LARGER SIZE MAY BE
USED IF ACCEPTABLE TO LANDSCAPE ARCHITECT, WITH A PROPORTIONATE INCREASE IN SIZE
OF ROOTS OR BALLS, AND AT NO ADDITIONAL COST TO THE OWNER.
6.ROOT-BALL DEPTH: FURNISH TREES AND SHRUBS WITH ROOT BALLS MEASURED FROM TOP
OF ROOT BALL, WHICH SHALL BEGIN AT ROOT FLARE ACCORDING TO ANSI Z60.1-2014. ROOT
FLARE SHALL BE VISIBLE BEFORE PLANTING.
7.LABELING: LABEL AT LEAST ONE PLANT OF EACH TYPE, SIZE, AND CALIPER WITH A SECURELY
ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF COMMON NAME AND FULL
BOTANICAL NAME (INCLUDING GENUS, SPECIES, SUBSPECIES, VARIETY, CULTIVAR, ETC.).
HOWEVER, FINAL DETERMINATION OF PLANT GENUS, SPECIES, SUBSPECIES, VARIETY,
CULTIVAR, ETC. WILL BE MADE BY THE LANDSCAPE ARCHITECT AND WHOSE DECISION WILL
BE FINAL. ALL PATENTED PLANTS REQUIRED BY THE PLANT SCHEDULE SHALL BE DELIVERED
WITH A PROPER PLANT PATENT LABEL ATTACHED.
8.AS PLANTS ARE LIVING OBJECTS, HORTICULTURAL DEFECTS/DEFICIENCIES AND
PESTS/DISEASES THAT CAUSE REJECTION MIGHT NOT BE NOTED UNTIL OBSERVATION OF
EACH PLANT IN THE FIELD. IN ADDITION, UNFORESEEN DAMAGES MIGHT OCCUR DURING
SHIPPING, HANDLING, AND INSTALLATION. THE LANDSCAPE ARCHITECT AND OWNER RESERVE
THE RIGHT TO EVALUATE PLANT MATERIALS ON-SITE AFTER DELIVERY AND INSTALLATION.
9.TREES WITH DAMAGED, CROOKED, OR MULTIPLE LEADERS; TIGHT VERTICAL BRANCHES
WHERE BARK IS SQUEEZED BETWEEN TWO BRANCHES OR BETWEEN BRANCH AND TRUNK
("INCLUDED BARK"); CROSSING TRUNKS; CUT-OFF LIMBS MORE THAN 3/4 INCH (19 MM) IN
DIAMETER; OR WITH STEM GIRDLING ROOTS WILL BE REJECTED.
PLANT MATERIALS NOTES:
EXISTING CRUB/GUTTER
GEOTEXTILE FILTER FABRIC (TYP.)
ROCK COBBLE MULCH PER
SCHEDULE, TO COVER
100% OVER FILTER FABRIC
FINISH GRADE OF ADJACENT
PLANTING SOIL SHALL BE 3" BELOW
TOP OF PAVING TO ALLOW FOR
COBBLE MULCH
NOTE:
COBBLE MULCH TO COVER 100% OVER FILTER FABRIC. FILTER FABRIC SHALL NOT BE
VISIBLE THROUGHOUT AREA OF APPLICATION.
ALL SOIL REMOVED FOR EDGE COBBLE TREATMENT AND TREE/SHRUB PLANTING TO BE
RETAINED WITHIN MEDIANS AS A CENTRAL LINEAR BERM.
MULCH SHALL BE KEPT 4-6" AWAY FROM TRUNK, STEMS, AND TAPER AT ROOT BALL
8-12"1/4"-3/8"
INFILL
D ROCK COBBLE MULCH N.T.S.
SECTION
MINIMUM TREE SEPARATION DISTANCES:
DRIVEWAYS - 10 FEET (5' AT RESIDENTIAL DRIVEWAYS)
TRAFFIC SIGNALS / STOP SIGNS - 20 FEET
INTERSECTIONS - 25 FEET (TRIANGLE SPACING FOR RESIDENTIAL)
UTILITIES - UNDERGROUND 5' ; ABOVE GROUND 10'
FIRE HYDRANTS - 10 FEET
LIGHT STANDARDS - 10 FEET
SIDEWALK UNDERDRAINS - 3 FEET
TREE NOTES FOR PUBLICLY OWNED AREAS
1.ALL STANDARD FORM (SINGLE TRUNK) TREES TO INCLUDE A SINGLE STRONG CENTRAL LEADER WITH
NO BRANCHES EXTENDING AT AN ANGLE NARROWER THAN 30 DEGREES FROM THE MAIN TRUNK. IF
THE TREE DOES NOT DISPLAY A SINGLE STRONG CENTRAL LEADER, A TREE MAY BE APPROVED IF THE
DEVELOPER'S ARBORIST OR LANDSCAPE ARCHITECT OF RECORD CAN DEMONSTRATE THAT A SINGLE
STRONG CENTRAL LEADER CAN BE ACHIEVED THROUGH STRUCTURAL PRUNING. ALL TREES
REQUIRING STRUCTURAL PRUNING FOR THE PURPOSES OF ACHIEVING A STRONG CENTRAL LEADER
SHALL BE PRUNED BY THE NURSERY'S ARBORIST PRIOR TO LANDSCAPE ARCHITECT OF RECORD
APPROVAL OF TREE SUBMITTAL (SEE NOTE #5 BELOW) OR BY THE DEVELOPER'S ARBORIST AT
PLANTING.
2.NO GRAFTED SPECIES WILL BE ALLOWED AS A STREET TREE.
3.TREE SIZING BASED ON CALIPER AND TREE HEIGHT PER AMERICAN STANDARD FOR NURSERY STOCK
(ANSI Z60.1-2014):
O 15-GAL:1” - 1-1/2” CALIPER; 5'-7' HEIGHT
O 24” BOX: 1-1/2” - 1-3/4” CALIPER; 7'-12' HEIGHT
O 36” BOX: 1-3/4” - 3” CALIPER; 8'-14' HEIGHT
O 48” BOX: 3”- 4” CALIPER; 14'-18' HEIGHT
*NOTE: CALIPER TO BE MEASURED AT 6” ABOVE THE ROOT CROWN
4.LIVE CROWN RATIO SHALL BE A MINIMUM OF 50%, MEANING THERE SHALL BE LIVE BRANCHES IN THE
UPPER 50% OF THE TRUNK TO DISTRIBUTE WIND STRESS AND DEVELOP TRUNK TAPER FOR STABILITY.
5.THE LANDSCAPE ARCHITECT OF RECORD SHALL SUBMIT TO THE CITY'S LANDSCAPE ARCHITECT A
COPY OF THE APPLICANT'S APPROVED TREE SUBMITTAL WITH PHOTOS REPRESENTATIVE OF THOSE
TREES TO BE DELIVERED TO THE SITE, INCLUDING REPRESENTATIVE MEASUREMENTS. THE CITY'S
LANDSCAPE ARCHITECT WILL REVIEW THE SUBMITTAL TO VERIFY THE INCLUDED TREES COMPLY WITH
THE NOTED REQUIREMENTS PRIOR TO ANY TREES BEING DELIVERED TO THE SITE.
6.ALL 36” BOX TREES AND LARGER, MULTI-TRUNK AND OTHER SPECIMEN TREES SHALL BE TAGGED AT
THE NURSERY BY THE LANDSCAPE ARCHITECT OF RECORD AND PHOTOS SUBMITTED TO THE CITY'S
LANDSCAPE ARCHITECT AS DESCRIBED ABOVE.
CURB, WALL, OR EDGE OF
PAVING
<
PROPOSED TREE
LIMITS OF ROOT
BARRIER TO BE 10'
FROM CENTER OF
TREE ON EITHER
SIDE
INSTALL ROOT
BARRIER ADJACENT TO
CURB, WALL, OR EDGE
OF PAVING
INSTALL ROOT BARRIER TO ALL
TREES WITHIN 10' OF CURB OR
PAVING
PLANTING AREA
F ROOT BARRIER N.T.S.
PLAN
NOTE:
1. MULCH SHALL BE
KEPT 4-6" AWAY FROM
TRUNK, STEMS, AND
TAPER AT ROOT BALL
PROPOSED TREE
FINISH GRADE
CURB, WALL, OR
EDGE OF PAVING
ROOT BARRIER
PER SPECIFICATIONS
ROOT BARRIER SHALL
BE INSTALLED ADJACENT
TO HARDSCAPE ELEMENT
E ROOT BARRIER N.T.S.
SECTION
NOTE:
1. MULCH SHALL BE KEPT 4-6" AWAY
FROM TRUNK, STEMS, AND TAPER AT
ROOT BALL
Wood Mulch - Large Shavings - from Agri-Service
Boulder cluster locations - to be spotted by LA in field from following inventories - 30% 2'X2'X2', 30% 3'X3'X3', 20" 4'X4'X4',
10% 5, X5'X5' - Arizona Blend - Southwest Boulders (total boulder count 120)
3/8" Screened California Gold Decomposed
Granite - stabilized and 3" depth over filter
fabric
Ceanothus spp. - California Lilac
Cistus purpureus – Purple Rockrose
Cotoneaster dammeri 'Lowfast' –
Bearberry Cotoneaster
Crassula hobbit – Hobbit Fine Jade
Dianella tasmanica "little gem"
Galvezia speciosa - Island Bush
“Firecracker” Snapdragon Grevillea noellii - Hummingbird Bush
Heteromeles arbutifolia -
California Toyon
Leucophyllum frutescens ‘compactum’
- Texas Sage
Mahonia nevinii - Nevin’s Barberr
Cycad - Encephalartos ferox
Agave celsii nova
Agave geminiflora
Agave chazaroi
Agave ferdinand-regis
Aloe bainesii specimen
Aloe nobilis variegated
Arctostaphylos
'Emerald Carpet'
Salvia 'Bee's Bliss'
Furcraea gigantea striata
mediopicta alba
Senecio decaryii
Pedilanthus macrocarpus
Euphorbia tirucalli, Sticks on Fire"
Callistemon viminalis - Little John
Aeonium haworthii - Pinwheel
(to be located)
Hesperoyucca whipplei
(to be located)
Euphorbia Cotinifolia
(to be located)
Sansevieria cylindrica, African Spear Plant
(to be located)
Sedum burrito, Donkey's Tail
Select Hydroseed slope - 'specific seed mix
to be identified'
6"-8" river cobble - Arizona Blend Southwest Boulders
Note refrence on
detail sheet for
removal of glued
cobble on ramp
wall (both sides)
and repair as
noted
(to be determined)
Note - in this large planting
island - berm to 2' height in
center - wood mulch in
center with large cobble
retaining edge around
perimeter (18' width)
Note -screened
DG and Large
river cobble
ground cover
remains as shown
in this area only.
Macfadyena unguis cati, Cats Claw Vine - espalier
on stucco walll
All trees shown
are to remain and
be protected in
place during
landscape
construction
3/8" river cobble for infill between larger cobble
NEW DROUGHT TOLORENT LANDSCAPE DESIGN FOR OWD COPPORATE OFFICES
JANUARY 2023
P.O. Box 231323 Encinitas, CA 92023wyac.com 619.232.4004
OTAY WATER DISTRICT CORPORATE OFFICES - LANDSCAPE - PRELIMINARY DESIGN - ENHANCEMENT PROGRAM
4-15-21
P.O. Box 231323 Encinitas, CA 92023wyac.com 619.232.4004
||||||||||||||||||||||||||||||||||||||||
NORTH
0
SCALE:
feet4080120
1" = 40'
NEW DROUGHT TOLORENT LANDSCAPE DESIGN FOR OWD COPPORATE OFFICES
JANUARY 2023
P.O. Box 231323 Encinitas, CA 92023wyac.com 619.232.4004
NEW DROUGHT TOLORENT LANDSCAPE DESIGN FOR OWD COPPORATE OFFICES
JANUARY 2023
P.O. Box 231323 Encinitas, CA 92023wyac.com 619.232.4004
OTAY WATER DISTRICT CORPORATE OFFICES - LANDSCAPE - PRELIMINARY DESIGN - ENHANCEMENT PROGRAM
4-15-21
P.O. Box 231323 Encinitas, CA 92023wyac.com 619.232.4004
||||||||||||||||||||||||||||||||||||||||
NORTH
0
SCALE:
feet4080120
1" = 40'
NEW DROUGHT TOLORENT LANDSCAPE DESIGN FOR OWD COPPORATE OFFICES
JANUARY 2023
P.O. Box 231323 Encinitas, CA 92023wyac.com 619.232.4004
OTAY WATER DISTRICT CORPORATE OFFICES - LANDSCAPE - PRELIMINARY DESIGN - ENHANCEMENT PROGRAM
4-15-21
P.O. Box 231323 Encinitas, CA 92023wyac.com 619.232.4004
||||||||||||||||||||||||||||||||||||||||
NORTH
0
SCALE:
feet4080120
1" = 40'
NEW DROUGHT TOLORENT LANDSCAPE DESIGN FOR OWD COPPORATE OFFICES
JANUARY 2023
P.O. Box 231323 Encinitas, CA 92023wyac.com 619.232.4004
OWD Corporate Office Landscape Upgrade
$2,021
PROJECT NAME: OWD Corporate Office Landscape Upgrade PHASE:
CLIENT: Kent Payne - OWD Facilities Director PROJECT NUMBER:
DATE:
General Area Take -off
Description / Deliverables:Quantity Unit Total
New Landscape 12,500 SF $12,500
New Hardscape 0 SF $0
Subtotal Site $12,500
Site Development - Projects Costs
Site Mobilization
Description / Deliverables:Quantity Unit Unit Cost TotalMobilization (Includes preservation of existing trees, shrubs & ground covers to be protected in
place.1 LS $7,500.00 $5,000
Subtotal Mobilization $5,000
Site Construction
Description / Deliverables:Quantity Unit Unit Cost Total
Demolition of existing planting, removal and general re-grading 5,500 SF $2.00 $11,000
Rock Cobble infill -6"-10" single course hand laid over filter fabric 1,600 SF $4.00 $6,400
Rock Cobble infill - 3/8" screened 1,600 SF $2.00 $3,200
Decomposed Granite Ground Mulch 3" uniform depth (over filter fabric)2,000 EA $2.50 $5,000
Boulders (2' x 2' x 3')20 Allow $200.00 $4,000
Gorilla Bark Mulch 3" uniform depth (over filter fabric)4,000 SF $3.00 $12,000
Remove large river cobble from top of walk walls (2), clean cobble and place as specified, repair
and patch wall top.1 Allow $5,000.00 $5,000
Subtotal Site Construction $29,200
Irrigation
Description / Deliverables:Quantity Unit Unit Cost Total
Drip Irrigation System 5,500 SF $4.00 $22,000
Rotator Irrigation system 7,500 SF $2.50 $18,750
Bubbler Irrigation system 2,500 SF $1.50 $3,750
Connect to existing point of connection 1 EA $2,500.00 $2,500
Upgrade Smart Controller (replacing existing controller)1 EA $3,500.00 $3,500
Upgrade master valve & flow sensor 1 EA $3,500.00 $3,500
Subtotal Irrigation $54,000
Site Landscape
Description / Deliverables:Quantity Unit Unit Cost Total
24" Box Trees- Specimen Select Species 12 EA $1,200.00 $14,400
Root Barriers 12 EA $250.00 $3,000
Hydroseed- Native Hillside - Double Bonded Matrix Application 6,400 SF $1.10 $7,040
1 Gal. Shrubs / Groundcover 1,217 EA $22.50 $27,383
5 Gal. Shrubs / Groundcover 460 EA $45.00 $20,700
Preliminary Assumption of Projected Costs 2022
1/25/2022
CD-Bid Phase
21-012.000
ATTACHMENT D
Subtotal Landscape $72,523
Summary Based on Design Development as proposed
Site Mobilization $5,000
Site Construction $29,200
Irrigation $54,000
Landscape $72,523
Subtotal $160,723
10% Contingency $16,072
TOTAL $176,795
STAFF REPORT
TYPE MEETING: Regular Board Meeting MEETING DATE: February 1, 2023
SUBMITTED BY: Tita Ramos-Krogman,
District Secretary
W.O./G.F. NO: DIV. NO.
APPROVED BY: Tita Ramos-Krogman, District Secretary
Jose Martinez, General Manager
SUBJECT: Board of Directors 2023 Calendar of Meetings
GENERAL MANAGER’S RECOMMENDATION:
At the request of the Board, the attached Board of Director’s meeting
calendar 2023 is being presented for discussion.
PURPOSE:
This staff report is being presented to provide the Board the
opportunity to review the 2023 Board of Director’s meeting calendar
and amend the schedules as needed.
COMMITTEE ACTION:
N/A
ANALYSIS:
The Board requested that this item be presented at each meeting so
they may have an opportunity to review the Board meeting calendar
schedule and amend it as needed.
STRATEGIC GOAL:
N/A
FISCAL IMPACT:
None.
LEGAL IMPACT:
None.
Attachment: Calendar of Meeting for 2023
G:\UserData\DistSec\WINWORD\STAFRPTS\Board Meeting Calendar 02-01-23.doc
Agenda Item 6a
Board of Directors, Workshops
and Committee Meetings
2023
Regular Board Meetings:
Special Board or Committee Meetings (3rd
Wednesday of Each Month or as Noted)
January 4, 2023
February 1, 2023
March 1, 2023
April 5, 2023
May 3, 2023
June 7, 2023
July 5, 2023
August 2, 2023
September 6, 2023
October 4, 2023
November 1, 2023
December 6, 2023
January 18, 2023
February 15, 2023
March 15, 2023
April 19, 2023
May 17, 2023
June 21, 2023
July 19, 2023
August 16, 2023
September 20, 2023
October 18, 2023
November 15, 2023
December 20, 2023
STAFF REPORT
TYPE
MEETING: Regular Board
MEETING
DATE: February 1, 2023
SUBMITTED
BY:
Jose Martinez
0BGeneral Manager
W.O./G.F.
NO:
N/A DIV.
NO.
N/A
APPROVED
BY:
Jose Martinez, General Manager
SUBJECT: 1BGeneral Manager’s Report UGENERAL MANAGER
• UDistrict’s Response to COVID-19 PandemicU –The District has had no
impacts to its water supply and has maintained a continuity of
operations and services during the challenging and dynamic
environment. Staff continues to monitor and provide updates
relating to responding to this pandemic, as needed, including but
not limited to water and wastewater services, supplies, operations,
finances, and communication. The District remains committed to the
safety of the public and its employees who continue to provide the
public with essential services. Staff continue to monitor and
comply with all Federal, State, and Local orders. UADMINISTRATIVE SERVICESU:
GIS:
•Service Lateral Diameter Data Verification - Staff is working on a
service lateral diameter project. The project involves back-end or
database modification, investigation of as-builts drawings, meeting
engineering and operations staff, and populating the data records
with new or missing information.
•Lead Service Line Inventory - Staff continues to work on the
“Service Line Inventory” project, per EPA’s Lead and Copper Rule
Revisions Service Line Inventory Guidance. Staff has created a
database with the ArcGIS Enterprise solution and has configured a
feature class for lead service line inventory.
Agenda Item 7
2
Human Resources:
•Training – FranklinCovey provided a training on January 11, 2023,
which focused on the principles and enhancement of organizational
culture. Two sessions were held: one for supervisors & managers (26
attendees), and one for seniors & leads (29 attendees).
•New Hires/Promotions/Recruitments - The District recently filled
the following positions.
o Utility Worker I (3rd position)
The District is or will be recruiting for the following positions:
o Reclamation Plant Operator I/II/III
o Recycled Water Specialist
o Pump Mechanic I/II
o Electrician I/II
IT Operations:
•Work Order Management System - Staff will be conducting a high-
level demonstration of the new Cityworks Application, Respond. The
new cloud-based solution provides real-time accessibility of field
assets and work orders and enables staff to capture digital
signatures for inspections and permitting. Additional features for
the new product include improved management of assets, simplified
work-order creation, and advanced map interface and mapping
tools. The demo is scheduled for the end of January.
•SCADA Upgrade Project - Staff will begin the testing phase of the
new version of the SCADA software. In addition, to further
functionality testing and verification, staff will test and
validate the new emergency Win911 system, including enhanced
security features, and ad-hoc real-time reporting.
Purchasing & Facilities:
•District and Regional Precipitation Totals – The sixty-day rain
totals in and around the District as reported by the National
Oceanic and Atmospheric Administration’s National Weather Service,
range from 5 inches in low lying areas, to nearly 10 inches further
inland and as much as 15 inches on Otay Mountain. District
buildings have fared well given the extent and duration of the
various rain events in that only minor roof leaks have been
reported, due mainly to one recent rain event that briefly strained
3
the capacity of a couple of roof drains. Facilities has arranged to
video inspect and jet clean District roof drains as may be
required.
Safety & Security:
•Meetings and Site Visits:
o CalWARN Monthly Region Chair Meeting – Staff attended the
monthly meeting. Otay Water District is a member and one of the
two Regional Chairs for Region 6. Chair members discussed some
of their needs and requests from the recent atmospheric river
events, specifically in mid and norther California. The Chairs
recommended new member and refresher orientation on CalWARN to
increase membership and provide effective communication.
•COVID – Staff continues to provide support to HR with District
COVID case management and review of the District's business
continuity plan. Employee cases (non-work related) have been
trending, and staff is proactively addressing them to minimize an
outbreak scenario.
•Safety, Health, and Emergency Management Training - The Sr. Risk
Advisor for ACWA JPIA conducted the annual asbestos cement pipe
(ACP) refresher training for Operations/Utility Services. This
training is required annually for staff who engage in ACP work.
4
• Security and Emergency Management:
o County of San Diego Full Scale Exercise Planning Meeting – Staff
attended the January 4th meeting. The District is not planning to
participate in the exercise but will review two specific hazard
response plans on the same day.
UFINANCE:
• 1099 Tax Form Updates – Using the newly upgraded EDEN ERP Test
System, staff completed the review of all vendor payments made in
2022 and sent a 1099 test file to the IRS on January 11. The test
file failed, and the Tyler EDEN ERP system issued a code correction
to their software which then allowed staff to resume testing. Staff
successfully submitted 1099-NEC M and S files to the IRS on January
17, 2023. The test file passed the IRS validation. Staff is now
issuing the final 1099s to Vendors and will subsequently issue the
final file to the IRS. The deadline to file the 1099 Tax Forms with
the IRS is January 31.
• Bank Fee Review Analysis - In 2019 District staff issued an RFQ for
banking services resulting in staff negotiating a six-year fixed
pricing contract with MUFG Union Bank. Previously, bank fees were
increased annually; however, this agreement changed that practice
resulting in thousands of dollars in savings by exempting it from
annual increases. Each year, staff compares the bank service fees
against the contract price to ensure fees comply with our
agreement. Staff completed the 2022 bank service fee review and
identified minor variances that will be addressed with MUFG Union
Bank.
• US Bank Acquisition of MUFG Union Bank – We received confirmation
that the acquisition of MUFG Union Bank by US Bank is now legally
complete as of December 31, 2022. The District currently utilizes
MUFG Union Bank for all its operational banking including vendor
payments/wires, customer deposits and check clearing, payroll and
flexible spending account management. US Bank will provide MUFG
Union Bank customers with information regarding the conversion of
their accounts in the coming weeks. Until conversion of MUFG Union
Bank systems and accounts, customers will continue to be served by
their respective branches, websites, and mobile apps. Systems
integration and account conversion is expected to occur in the
first half of 2023. The impact to our processes, documents (bank
statements, checks, etc.), customer deposits, vendor payments, and
payroll is not yet clear, but we expect the change to US Bank will
require staff time to implement and test system changes.
• January 2023 Rate Increase - The 2023 rate changes went into effect
with bills mailed in January. As of January 19, nine customers have
5
called to inquire about the rate changes. Six customers called
because their bills are higher, two called because of lower bills,
and one called for a more in-depth explanation of the changes.
Customer Service continues to track customer communication
regarding the new rates.
UFinancial Reporting:
•The financial reporting for December 31, 2022 is as follows:
o For the sixth month ending December 31, 2022, there are total
revenues of $62,844,902 and total expenses of $60,243,646. The
revenues exceeded expenses by $2,601,255.
•The financial reporting for investments for December 31, 2022 is as
follows:
o The market value shown in the Portfolio Summary and in the
Investment Portfolio Details as of December 31, 2022 total
$107,713,493 with an average yield to maturity of 3.003%. The
total earnings year to date are $1,058,074.UENGINEERING AND WATER SYSTEM OPERATIONS:
Engineering:
•Vista Diego Hydropneumatic Pump Station Replacement and 12-inch
Pipeline Replacement, 1530 Zone, Vista Diego Road: This project
includes replacement of the existing Pump Station, which serves the
small 1530 Pressure Zone, containing approximately thirty-seven
(37) potable water meters and four (4) hydrants. The project also
includes 1530 Pressure Zone distribution system improvements in
support of the Pump Station Replacement project. Since District
staff took over the project, with the intent that District staff
would complete the remainder of the project in-house with support
of the District’s as-needed consultants, the 30% redesign was
completed and a review meeting was held August 8, 2022. District
staff have been working to develop an alternative concept to solve
a recently identified constructability issue associated with
overhead utilities, including power, telephone, and cable. The
alternative concept is scheduled to be vetted January 31, 2023.
The project is within budget. (P2639 and P2680)
•RWCWRF Disinfection System Improvements: The project involves the
replacement of the chlorine gas disinfection system with an
ultraviolet (UV) process at the Ralph W. Chapman Water Reclamation
Facility. Consultant selection for design and construction support
to Carollo Engineers was approved by the Board at the June 2021
Board Meeting. Design work initiated in July 2021. Monitoring of
ultraviolet transmittance has been completed and analyzed for
6
setting the design criteria for the UV equipment. Initial contact
with the regulating state agencies has been made. Information on
available equipment manufacturers has been assessed and pre-
procurement procedures completed for designing the project around
the Trojan UV system. A memorandum of understanding has been
reached with Trojan for procuring the UV system through the
construction contractor at a bid obtained cost. This will also
prevent materials acquisition delays related to this equipment.
Review of the 60% design was completed in December 2022 with 90%
design now in progress. The project is within budget and on
schedule. (R2117 and R2157)
• Olympic Parkway Recycled Water Line Replacement: Several main
breaks within the past year of the 20-inch recycled water line in
Olympic Parkway between Heritage Road and La Media Road resulted in
the establishment of this Capital Improvement Program Project at
the May 2021 Board meeting. The engineering firm, NV5, has been
selected to design the replacement waterline using the District’s
As-Needed Engineering Design Services contract. The project was
bid in October 2022 and bids opened on November 15, 2022. The
construction contract with Burtech was approved by the Board of
Directors at their January 2023 meeting. The City of Chula Vista
permits have been obtained. Consideration was given to potentially
using trenchless installation, but several drawbacks and
limitations eliminated it from selection. Traffic control design
was handled through the As-Needed Traffic Engineering Services
contract. The contractor is procuring materials. The project is
within budget. (R2159)
• Paso de Luz and Vista Sierra Waterlines Replacement: The existing
1950’s steel water lines in the Hillsdale area have been identified
for replacement due to past failures. Under this contract, the
water line between Vista Grande and Vista Sierra will be replaced.
Included in this project is the replacement of a water line between
Paso de Luz and Telegraph Canyon Road in Chula Vista that is
located in an easement on an embankment. The water line has been
isolated due to a leak, removing the redundancy for this
neighborhood. Bids were opened in February with the construction
contract approved by the Board at the April meeting. A limited
notice to proceed was provided in May 2022 to begin material
acquisition. Pre-con was held on August 3, 2022 and the formal
notice to proceed was issued on August 8, 2022. Construction is
expected to start in February 2023 with public outreach initiated
in January. The project is within budget. (P2612 & P2616)
• 1655-1 Reservoir & Rancho Jamul Hydropneumatic Pump Station: This
project consists of constructing a new 0.5 MG prestressed concrete
potable water tank in Jamul and modifying the existing Rancho Jamul
Hydropneumatic Pump Station (HPS) to become the permanent Pump
7
Station to feed the new 1655-1 Reservoir. The project also
includes replacing approximately 1,500 linear feet of existing pipe
that will be experiencing pressure over the rated pressure class
under the new configuration. Richard Brady and Associates (Brady)
delivered the 60% design on July 6, 2022. Staff provided comments
back to Brady on September 7, 2022. Brady is working toward 90%
design. The project is on schedule and within budget. (P2040,
P2642, & P2681)
•Recycled Water Pipeline Cathodic Protection Improvements: This
project includes repairs to existing cathodic protection systems,
such as anode replacement and cathodic test station repairs for
recycled water pipelines located in the Central Area. The project
was advertised for bid in March 2022 and was awarded at the June 8,
2022 Board Meeting. The contract was executed, the notice to
proceed was issued for August 1, 2022, and the pre-construction
meeting was held. Construction is anticipated to begin upon
delivery of materials in early February 2023. In November 2022,
the project contract time was extended sixty-six (66) calendar days
due to supply chain issues out of the contractor's control. The
project completion date is anticipated by April 14, 2023. The
project is within budget. (R2146)
•Advanced Metering Infrastructure Upgrade Project: This project
will provide the District with the ability to measure water usage
in real-time. This will allow customers to access their
consumption data online and compare historic usage. Currently, the
District has approximately 24,000 AMI-compatible meters installed
throughout the service area. This phase of the project will
install the base antennas, repeaters, as well as network hardware
and software to implement the system. The project was awarded to
OT Electrical at the January 2023 Board meeting. The project is on
schedule and within budget. (P2682)
•1004-2 & 485-1 Reservoir Interior/Exterior Coating: This project
consists of removing and replacing the interior and exterior
coatings of the 1004-2 (1.4 MG) and the 485-1 (1.0 MG) Reservoirs,
along with providing structural upgrades, to ensure the tanks
comply with both state and federal OSHA standards as well as the
American Water Works Association and the County Health Department
standards. Unified Field Services Corp. (Unified) was awarded the
construction contract at the November 2022 Board Meeting. The
Notice to Proceed was issued on January 3, 2023. Unified has
completed the inspection blast and is preparing to start the
structural upgrades in February. The project is within budget.
(P2567 & P2614)
•FY 2023 Sewage Flows to Metro vs Planned Capacity: The Metro
Amended and Restated Regional Wastewater Disposal Agreement became
effective at the start of FY 2023. The District’s annual capacity
of 0.38 MGD (139 MG) is now in effect, though the District would
8
need to exceed this capacity for three (3) consecutive years before
additional capacity must be acquired. Metro capacity was set based
upon the District’s sewer system requirements through planning year
2050.
The Ralph W. Chapman Water Reclamation Facility continues to
operate at a productive level since the start of the fiscal year,
as indicated in the graph below. Flows are expected to increase
next month due to rainy weather and resulting decrease in recycled
water use.
•Summary of Budgeted and Sold Meters and EDUs for Fiscal Year 2023
up through December 30, 2022:UWater System Operations:
•During the month of December, staff completed vibration testing on
a combined 65 pumps and electric motors. No serious concerns noted,
however, seven electric motors were detected with faults of
moderate severity. Immediate action is not required, nevertheless,
all of the recommendations have been met. It was further determined
that immediate action was not necessary to mitigate these moderate
faults, however, each fault will be corrected as part of a future
scheduled system outage. Staff is researching alternative
Date Meters
(Budgeted)
Meters
Sold
(Actual)
EDUs
(Budgeted)
EDUs
Sold
(Actual)
Total $
(Budgeted)
Total $
Collected
(Actual)
December
2022 25.7 13 66.9 20 $206,750 $267,335
Totals FY
2023 154 81 401.3 211.5 $1,240,500 $2,946,568
9
technologies to determine feasibility of added real-time vibration
sensing equipment. A pilot program is scheduled to begin in the
coming weeks to evaluate one of the selected technologies. In
addition to preventative maintenance performed on pumps and motors,
once the District finds a real-time solution for vibration testing
and analysis, predictive analytics will be readily available to
provide the District with accurate and timely information with
regards to CIP replacement of critical assets.
•During the month of December, staff completed pump efficiency
testing at the following six pump stations: 944, 1296, 1485, 803,
850, and 978. A total of 24 pumps were evaluated as part of this
testing. The District is currently waiting on energy consumption
data from SDG&E to complete this task. Predictive maintenance is a
critical component of an asset management program as this
information is necessary to evaluate the condition of critical
District assets and will drive future CIP needs.
•On Thursday, December 1st, staff assisted with APCD (Air Pollution
Control District) testing on pump #4 at the 870-2 Pump Station. The
pump engine passed emissions testing. Verification is necessary to
ensure natural gas pump engines perform within APCD Air Pollution
Control District requirements and this testing is performed on an
annual basis.
•On Thursday, December 1st through Tuesday, December 6th, staff placed
the VFD (variable frequency drive) trailer online at the 1004-2
Pump Station. This trailer was needed to supply the 1004 Pressure
Zone while the 1004-2 Reservoir was out of service for re-coating.
The trailer performed well with no issues. The re-coating
contractor began work on Tuesday, January 3rd as scheduled. Re-
coating is performed to provide high quality water to District
customers and conserve the integrity of a steel reservoir. The
District has implemented a re-coating program to rehabilitate steel
reservoirs as a means to extend the useful life of this critical
asset.
•On Wednesday, December 7th, District Board members toured the 870-2
Pump Station. This tour was to showcase the completed 571-1
Reservoir re-lining project and to highlight the new 870-2 Pump
Station. The Board was very appreciative of staff’s work and
knowledge during this tour.
•On Thursday, December 8th, staff performed a planned shutdown to
replace five water distribution system valves. Each valve was
identified as having excessive leak by during routine valve
maintenance in the Fury Lane area in La Mesa. Water isolation
valves are critical components of a water distribution systems for
separating pipe segments from the network for repair and
10
maintenance purposes. The shutdown lasted 12 hours and affected 27
meters with three water trailers available for those affected.
•The following events occurred on Wednesday, December 14th:
o Reservoir cleaning and inspections began on the following sites,
which were included in this year’s program: 1296-1, 2, and 3;
980-1, and 2; 624-3; and 571-1. Each site will be cleaned and
inspected by the District’s selected vendor.
o SCADA staff assisted Treatment Plant staff with researching and
providing technical information regarding the replacement of a
backwash flowmeter that has reached the end of its useful life.
A purchase order was issued to replace the flowmeter.
•On Sunday, December 18th, staff responded to a leaking one-inch
copper service at California Waters Drive in Spring Valley. The
run-off from the leak was pooling next to the customer’s house and
therefore, stand-by staff was dispatched. The leak was exposed
under the meter box and staff placed a temporary repair clamp on
the pin hole to stop the leak and secured the area. On Tuesday,
December 20th, staff replaced the service.
•On Wednesday, December 21st, staff performed a planned shutdown at
the intersection of Pointe Parkway and Avenida Bosques in Spring
Valley. This shutdown was required to allow a contractor to tie-in
a new section of 12-inch main. The shutdown lasted 30 hours and no
water trailers were required since no meters were affected during
this event.
•The following events occurred on Wednesday, December 28th:
o Staff began draining the 1004-2 Reservoir for the re-coating CIP
project. The recoating contractor began work on Tuesday, January
3rd as scheduled.
o Staff performed a mock shutdown to place the VFD trailer online
at the 1004 Pump Station. This work was critical to start the
CIP reservoir maintenance.
•On Thursday, December 29th, staff assisted Meter Services section
with a mock shutdown on Calle Verde in El Cajon. This was required
to determine the quantity of leak-by on the master meter valve. The
community master meter was due for replacement, however, the meter
isolation valve needs to be replaced due to excessive leak by. The
community master meter was not registering high flows and the
compound meter had reached the end of its useful life and a new
meter replacement is required. The mock shutdown allowed staff to
identify the condition of the needed isolation system valves in
order to replace the community master meter. The community master
meter isolation valve was identified to have excessive leak by,
11
prohibiting the master meter replacement. Meter maintenance
replaced community master meter on January 18th.
• The following events occurred on Friday, December 30th:
o At around 12:35 am, SCADA staff received a call from Treatment
Plant staff requesting support to repair a SCADA PLC failure
affecting the Treatment Plant process. Throughout the morning
there were intermittent faults, which required the Treatment
Plant to be taken offline. On-site troubleshooting indicated a
problem in the PLC and filter wiring. The issue was resolved
and the Treatment Plant was placed back online the same day.
o The flowmeter at the Tijuana Connection was taken offline after
water deliveries to Tijuana were completed.
• On December 22nd and January 3rd, 4th, 5th, 9th and 17th, process
instrument calibrations were performed at the 803-1 Pump Station,
850-2 Pump Station, and 640-1 and 2 Reservoirs. Instrument
calibrations are a form of preventative maintenance performed to
ensure proper field control of associated water systems and
accurate reporting of process data and to assist in mitigating
unplanned downtime from unexpected equipment failures.
• On Wednesday, January 4th, staff assisted the Inspection section
with bacteriological test samples for three new developments. Staff
loaded, flushed, and sampled three new sections of main on Paseo De
La Fuente, south of Otay Mesa Road in Otay Mesa.
• The following events occurred on Thursday, January 5th:
o Staff assisted Inspection section with bacteriological test
samples for two new developments. Staff loaded, flushed, and
sampled three new sections of main on Avenida Caprise and Calle
Mayfir in the Otay Ranch Villa 8 development in Chula Vista.
o During a routine aqua ammonia delivery at the 624-3 disinfection
facility, a leak occurred and was captured by the secondary
containment. A vendor was contacted to assist with the cleanup
of the secondary containment and disposal of the leaked aqua
ammonia. The leak was less than 3 gallons.
• On Monday, January 9th, water deliveries to Mexico resumed and are
scheduled for January and February 2023. This emergency water
delivery was requested due to an emergency aqueduct failure in
Mexico.
• On Tuesday, January 17th, divers replaced a damaged two-inch
floating cover drain hose at the 927-1 Recycled Reservoir. The
12
damaged hose was discovered during a routine reservoir inspection
by Water System Operators.
• The following events occurred on Wednesday, January 18th:
o A solar battery voltage monitor was installed at the Recycled
Spill Box site and added as a monitoring point in SCADA with
alarm notifications and trending. This allows for remote
monitoring of the site’s solar system and is a particularly
useful tool for power management during extended periods of time
with less-than-normal sunshine.
o After months of troubleshooting work at the 980-2 Pump Station
caused by several problems with the MCC’s (Motor Control
Centers), electric motors, valves, electronic controls, etc.,
the pump station was placed fully back online. All four pumps
were placed back online after only operating with one or two
pumps since November 2021. During this period, the 980-1 Pump
Station backup system was used as needed, and with this
redundant system, water demands were delivered without affecting
the distribution system. This 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.
• On Monday, January 23rd, staff assisted the Inspection section with
bacteriological sampling. Staff loaded, flushed, and sampled a new
section of 12-inch main on Harvest Road, north of Otay Mesa Road in
Otay Mesa.
UPurchase and Change OrdersU:
• The following table summarizes purchases and change orders issued
during the period from December 20, 2022 through January 10, 2022
that were within staff signatory authority:
Date Action Amount Project Contractor/
Consultant/Vendor
12/20/2022 P.O. $4,800,000.00 CY2023 EMPLOYEE
MEDICAL BENEFITS SDRMA
12/28/2022 P.O. $6,821.61 ALARM, ACCESS, AND
VIDEO VERIFICATION
WATCHLIGHT
CORPORATION
12/29/2022 P.O. $11,511.54 ADMIN CAMERAS WATCHLIGHT
CORPORATION
1/3/2023 P.O. $16,800.00
CY2023
VISION BENEFITS
ADMINISTRATION
EYEMED
(FIDELITY)
1/3/2023 P.O. $4,972.00 VEEAM BACKUP FOR
MS OFFICE 365
PINNACLE
BUSINESS
13
SOLUTIONS
1/4/2023 P.O. $3,600.00 CY2023 EMPLOYEE
ASSISTANCE PROGRAM PRISM
1/5/2023 P.O. $3,441.85 MERAKI CLOUD
CONTROLLER LICENSES
GHA
TECHNOLOGIES INC
1/10/2023 P.O. $3,000.00 CY2023 DENTAL
BENEFITS ADMIN FEES
BENEFITS
COORDINATORS
1/10/2023 P.O. $9,750.00 PROTECTIVE COATING LIFE DECK
COATING UWater Conservation and Sales:
•Water Conservation – December 2022 usage was 6% lower than December
2013 usage. Since December 2021, customers have saved an average of
8% over 2013 levels.
•Conservation 2020 vs Present – On July 8, 2021, Governor Gavin
Newsom called on Californians to voluntarily reduce water use by
15%. The benchmark year for comparison is 2020. The chart below
shows the difference in usage since July 2021. December 2022 usage
was 16% lower than December 2020. Since July 2021, customer usage
decreased 2% compared to 2020 levels. San Diego experienced above
average rainfall in the winter of 2020 and above average rainfall
in 2022.
14
•Potable Water Purchases – The December potable water purchases were
1,963 acre-feet which is 8.6% below the budget of 2,148 acre-feet.
Year-to-date potable purchases are 15,423 acre-feet, which is 6.0%
below the cumulative budget of 16,413 acre-feet.
15
• Recycled Water Purchases – The December recycled water purchases
from the City of San Diego and production at the District’s
treatment facility were 144 acre-feet which is 19.7% below the
budget of 179 acre-feet. Year-to-date recycled purchases and
production are 2,195 acre-feet, which is 7.9% below the cumulative
budget of 2,384 acre-feet.
• Rainfall for the month of December and year to date can be seen in
the table below.
Rainfall December Y-T-D
Actual 1.55 5.97
Historical Average 2.40 4.05
Variance -0.85 (-35.4%) 1.92 (47.4%)
UPotable, Recycled, and Sewer (Reporting up to the month of December):
• Total number of potable water meters: 51,586.
• Total number of sewer connections: 4,740.
• Recycled water consumption for the month of December:
o Total consumption: 212.91 acre-feet or 67,371,764 gallons.
o Average daily consumption: 2,237,798 gallons per day.
o Total cumulative recycled water consumption since December 1,
2021: 2,371.3 acre-feet.
o Total number of recycled water meters: 775.
16
•Wastewater flows for the month of December:
o Total basin flow: 1,592,065 gallons per day.
▪This is a decrease of 1.5 percent from December 2021.
o Spring Valley Sanitation District flows to Metro: 530,688
gallons per day.
o Total Otay flow: 1,061,387 gallons per day.
o Flow processed at the Ralph W. Chapman Water Recycling Facility:
1,008,452 gallons per day.
o Flow to Metro from Otay Water District: 52,935 gallons per day.
o By the end of December there were 6,752 wastewater EDUs.
Exhibit A
Annual YTD
REVENUES: Budget Actual Budget Variance Var %
Potable Water Sales 61,958,000$ 31,563,882$ 33,180,000$ (1,616,118)$ (4.9%)
Recycled Water Sales 10,217,000 6,199,242 6,429,800 (230,558) (3.6%)
Potable Energy Charges 2,721,000 1,462,898 1,548,700 (85,802) (5.5%)
Potable System Charges 15,168,000 8,960,700 8,922,000 38,700 0.4%
Potable MWD & CWA Fixed Charges 13,547,000 6,934,257 6,810,000 124,257 1.8%
Potable Penalties and Other Fees 914,000 538,997 523,978 15,019 2.9%
Total Water Sales 104,525,000 55,659,976 57,414,478 (1,754,502) (3.1%)
Sewer Charges 3,284,000 1,578,588 1,573,980 4,608 0.3%
Meter Fees 170,000 46,282 85,200 (38,918) (45.7%)
Capacity Fee Revenues 2,311,000 1,215,935 1,155,600 60,335 5.2%
Non-Operating Revenues 2,523,100 1,751,769 1,261,300 490,469 38.9%
Tax Revenues 5,310,000 2,300,347 2,061,000 239,347 11.6%
Interest 495,000 292,005 247,500 44,505 18.0%
Total Revenues 118,618,100$ 62,844,902$ 63,799,058$ (954,156)$ (1.5%)
EXPENSES:
Potable Water Purchases 44,250,000$ 22,981,608$ 24,488,100$ 1,506,492$ 6.2%
Recycled Water Purchases 5,487,000 3,731,254 3,731,254 - 0.0%
CWA-Infrastructure Access Charge 2,998,000 1,544,592 1,544,400 (192) (0.0%)
CWA-Customer Service Charge 1,881,000 933,084 933,000 (84) (0.0%)
CWA-Reliability Charge 3,003,000 1,473,726 1,473,600 (126) (0.0%)
CWA-Emergency Storage Charge 4,711,000 2,355,608 2,355,600 (8) (0.0%)
MWD-Capacity Res Charge 762,000 421,631 421,800 169 0.0%
MWD-Readiness to Serve Charge 685,000 306,778 326,400 19,622 6.0%
Subtotal Water Purchases 63,777,000 33,748,281 35,274,154 1,525,873 4.3%
Power Charges 3,893,000 2,222,231 2,270,900 48,669 2.1%
Payroll & Related Costs 22,649,100 10,472,410 11,197,500 725,090 6.5%
Material & Maintenance 4,132,600 2,030,812 2,066,500 35,688 1.7%
Administrative Expenses 7,602,700 3,351,825 3,802,000 450,175 11.8%
Legal Fees 455,000 372,868 227,400 (145,468) (64.0%)
Expansion Reserve 684,800 342,420 342,420 - 0.0%
Replacement Reserve 8,393,600 4,197,000 4,197,000 - 0.0%
OPEB Trust 2,080,900 1,040,400 1,040,400 - 0.0%
General Fund Reserve 40,400 20,400 20,400 - 0.0%
Rate Stabilization Reserve 19,000 - - - 0.0%
Total Expenses 118,618,100$ 60,243,646$ 62,883,674$ 2,640,028$ 4.2%
EXCESS REVENUES(EXPENSE)-$ 2,601,255$ 915,384$ 1,685,871$
OTAY WATER DISTRICT
COMPARATIVE BUDGET SUMMARY
FOR THE SIX MONTHS ENDED DECEMBER 31, 2022
F:/MORPT/FS2023-P6 1/18/2023 2:36 PM
The year-to-date actual net revenues through December show a positive variance of $2,601,255.
COMPARATIVE BUDGET SUMMARY
NET REVENUE AND EXPENSES
FOR THE SIX MONTHS ENDED DECEMBER 31, 2022
‐$1,600,000
‐$1,400,000
‐$1,200,000
‐$1,000,000
‐$800,000
‐$600,000
‐$400,000
‐$200,000
$0
$200,000
$400,000
$600,000
$800,000
$1,000,000
$1,200,000
$1,400,000
$1,600,000
$1,800,000
$2,000,000
$2,200,000
$2,400,000
$2,600,000
$2,800,000
JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN
YTD Actual Net Revenues
YTD Budget Net Revenues
YTD Variance in Net Revenues
$814,153
0.74%
$51,902,135
47.06%
$57,566,390
52.20%
Otay Water District
Investment Portfolio: 12/31/2022
Banks (Passbook/Checking/CD)Pools (LAIF & County)Agencies & Money Market Mutual Funds
Total Cash and Investments: $110,282,678 (Book Value)
July
FY22
Aug
FY22
Sep
FY22
1st Qtr
FY22
Oct
FY22
Nov
FY22
Dec
FY22
2nd Qtr
FY22
Jan
FY22
Feb
FY22
Mar
FY22
3rd Qtr
FY22
Apr
FY22
May
FY22
June
FY22
4th Qtr
FY22
July
FY23
Aug
FY23
Sep
FY23
1st Qtr
FY23
Oct
FY23
Nov
FY23
Dec
FY23
2nd Qtr
FY23
Otay 0.57 0.59 0.57 0.58 0.54 0.52 0.52 0.53 0.52 0.57 0.62 0.57 0.80 0.91 1.10 0.94 1.32 1.46 1.74 1.50 2.06 2.52 2.91 2.49
LAIF 0.22 0.22 0.21 0.20 0.20 0.20 0.21 0.20 0.23 0.28 0.37 0.29 0.52 0.68 0.86 0.69 1.09 1.28 1.51 1.29 1.77 2.01 2.17 1.98
Difference 0.35 0.37 0.36 0.38 0.34 0.32 0.31 0.32 0.29 0.29 0.25 0.28 0.28 0.23 0.24 0.25 0.23 0.18 0.23 0.21 0.29 0.51 0.74 0.51
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
Re
t
u
r
n
o
n
I
n
v
e
s
t
m
e
n
t
s
Month
Performance Measure FY-23
Return on Investment
Otay LAIF Difference
Target: Meet or Exceed 100% of LAIF
OTAY WATER DISTRICT
INVESTMENT PORTFOLIO REVIEW
December 31, 2022
INVESTMENT OVERVIEW & MARKET STATUS:
At the Federal Reserve Board's regular scheduled meeting on December 14, 2022, the Committee increased the target range for the federal
funds rate from 3.75%-4.00% to 4.25% -4.50% and anticipates that ongoing increases in the target range will be appropriate. The Committee's
long-term goal is to attain maximum employment and inflation of 2%. The Committee will continue to reduce its holdings of Treasury
securities, agency debt, and agency mortgage-backed securities, as outlined in the Plans for Reducing the Size of the Federal Reserve's
Balance Sheet issued in May. The Committee will continue to observe the effects of incoming information on the economic outlook. In
determining the timing and size of future adjustments to the target range for the federal funds rate, they went on to say: "the Committee would
be prepared to adjust the stance of monetary policy as appropriate if risks emerge that could impede the attainment of the Committee's goals.
The Committee's assessments will take into account a wide range of information, including readings on public health, labor market
conditions, inflation pressures and inflation expectations, and financial and international developments."
The District's effective rate of return for December 2022 was 2.91%, thirty-nine basis points higher than the previous month. LAIF's return
was sixteen basis points higher than the last month, reaching an average effective yield of 2.17% for December 2022. Based on our success
at maintaining a competitive rate of return on our portfolio during this period of increasing interest rates, no changes in investment strategy
regarding returns on investment are being considered.
Under the District's Investment Policy, all District funds continue to be managed based on the objectives, in priority order, of safety,
liquidity, and return on investment.
PORTFOLIO COMPLIANCE: December 31, 2022
Investment State Limit Otay Limit Otay Actual
8.01: Treasury Securities 100% 100% 0
8.02: Local Agency Investment Fund (Operations) $75 Million $75 Million $26.85 Million
8.03: Federal Agency Issues 100% 100% $52.32 Million
8.04: Certificates of Deposit 30% 15% 0
8.05: Short-Term Commercial Notes 25% 10% 0
8.06: Medium-Term Commercial Debt 30% 10% 0
8.07: Money Market Mutual Funds 20% 10% 4.76%
8.08: San Diego County Pool 100% 100% 22.72%
12.0: Maximum Single Financial Institution 100% 50% 0.74%
Month End
Portfolio Management
December 31, 2022
Portfolio Summary
% of
Portfolio
Book
ValueInvestmentsMarket
Value
Par
Value
Days to
MaturityTerm
YTM
360 Equiv.
YTM
365 Equiv.
Federal Agency Issues- Callable 22,592,863.16 72420.64 3.93460522,307,196.0022,600,000.00 3.988
Federal Agency Issues - Bullet 29,725,603.96 88327.15 3.16770528,900,174.4829,796,000.00 3.211
Money Market 5,247,922.95 14.79 1.95315,247,922.955,247,922.95 1.980
Local Agency Investment Fund (LAIF)26,848,720.74 124.53 2.143126,349,046.1326,848,720.74 2.173
San Diego County Pool 25,053,413.92 122.89 2.929124,095,000.0025,053,413.92 2.970
109,468,524.73 100.00%Investments 106,899,339.56109,546,057.61 390 317 2.961 3.003
Cash
(not included in yield calculations)Passbook/Checking 814,153.40 1 0.6811814,153.40814,153.40 0.691
110,282,678.13Total Cash and Investments 107,713,492.96110,360,211.01 390 317 2.961 3.003
Current Year
December 31
265,018.21
Fiscal Year To Date
1,058,073.76
Average Daily Balance
Effective Rate of Return
107,231,202.70 105,064,912.23
2.00%2.91%
Total Earnings Month Ending
I hereby certify that the investments contained in this report are made in accordance with the District Investment Policy Number 27 adopted by the Board of Directors on May 11, 2022. The investmentsprovide sufficient liquidity to meet the cash flow requirements of the District for the next six months of expenditures.
__________________________________________________ ____________________
Joseph Beachem, Chief Financial Officer
Portfolio OTAY
NL! APData Updated: SET_ME8: 01/18/2023 18:21
Reporting period 12/01/2022-12/31/2022
Run Date: 01/18/2023 - 18:21 PM (PRF_PM1) 7.3.0
Report Ver. 7.3.5
01/20/2023
YTM
360
Page 1
Par Value Book Value
Maturity
Date
Stated
RateMarket Value
December 31, 2022
Portfolio Details - Investments
Average
BalanceIssuer
Portfolio Management
Month End
Days to
MaturityS&PCUSIPInvestment #
Purchase
Date
Federal Agency Issues- Callable
1.294Federal Home Loan Bank2395 2,000,000.00 1,992,863.16 07/26/20241.08002/03/2022 1,884,740.00 AA3130AQL68 572
1.973Federal Home Loan Bank2396 2,000,000.00 2,000,000.00 03/28/20242.00003/30/2022 1,930,660.00 AA3130ARE31 452
2.615Federal Home Loan Bank2398 2,000,000.00 2,000,000.00 02/16/20242.65005/16/2022 1,946,660.00 AA3130ARWD9 411
3.652Federal Home Loan Bank2401 3,000,000.00 3,000,000.00 06/13/20243.70009/13/2022 2,956,920.00 AA3130AT4S3 529
4.438Federal Home Loan Bank2403 3,000,000.00 3,000,000.00 10/28/20244.50011/03/2022 2,976,630.003130ATLK1 666
4.932Federal Home Loan Mortgage2406 3,000,000.00 3,000,000.00 04/25/20255.00010/25/2022 3,003,750.003134GX6A7 845
4.932Federal Home Loan Mortgage2407 1,600,000.00 1,600,000.00 11/08/20245.00011/08/2022 1,602,016.00 AA3134GX5C4 677
5.055Federal Home Loan Mortgage2408 3,000,000.00 3,000,000.00 11/22/20245.12511/28/2022 3,003,900.003134GY3P5 691
5.001Federal Home Loan Mortgage2409 3,000,000.00 3,000,000.00 05/23/20245.07011/23/2022 3,001,920.00 AA3134GY3Q3 508
22,592,863.1622,307,196.0022,600,000.0022,592,685.91Subtotal and Average 3.934 605
Federal Agency Issues - Bullet
2.855Federal Farm Credit Bank2397 2,000,000.00 1,993,607.80 04/25/20252.75004/26/2022 1,921,980.00 AA3133ENVC1 845
4.261Federal Farm Credit Bank2402 3,000,000.00 2,994,642.92 09/30/20254.25009/30/2022 2,994,450.00 AA3133ENP95 1,003
4.488Federal Farm Credit Bank2405 3,000,000.00 2,991,065.77 10/17/20244.37510/19/2022 2,988,690.00 AAA3133ENS43 655
4.284Federal Farm Credit Bank2410 3,000,000.00 2,994,735.08 12/20/20244.25012/20/2022 2,981,130.00 AA3133EN4N7 719
3.361Federal Home Loan Bank2399 3,000,000.00 2,999,360.00 09/01/20233.37509/01/2022 2,974,860.003130AT5B9 243
3.449Federal Home Loan Bank2400 3,000,000.00 2,994,967.36 06/14/20243.37509/08/2022 2,942,370.00 AA3130AT4D6 530
4.338Federal Home Loan Bank2404 3,000,000.00 2,998,927.88 09/13/20244.37510/18/2022 2,987,790.00 AA3130ATND5 621
4.724Federal Home Loan Bank2411 2,000,000.00 1,999,246.11 12/15/20234.75012/20/2022 2,005,180.003130AUBA1 348
0.612Federal Home Loan Mortgage2391 1,045,000.00 1,038,085.45 09/23/20250.37509/16/2021 940,374.60 AA3137EAEX3 996
0.618Federal Home Loan Mortgage2392 2,751,000.00 2,732,421.45 09/23/20250.37509/22/2021 2,475,569.88 AA3137EAEX3 996
0.996Federal National Mortage Assoc2393 2,000,000.00 2,024,359.00 01/07/20251.62512/09/2021 1,889,280.00 AA3135G0X24 737
1.129Federal National Mortage Assoc2394 2,000,000.00 1,964,185.14 11/07/20250.50012/15/2021 1,798,500.00 AA3135G06G3 1,041
29,725,603.9628,900,174.4829,796,000.0026,663,801.59Subtotal and Average 3.167 705
Money Market
2.012Blackrock T - Fund Inst9010 8,290.88 8,290.88 2.0408,290.88RESERVE-10A WRB 1
2.012Blackrock T - Fund Inst9011 16,118.04 16,118.04 2.04016,118.04RESERVE 10 BABS 1
1.953FIRST AMERICAN US TREASURY9016 5,223,514.03 5,223,514.03 1.9805,223,514.03OWD TRUST & CUS 1
5,247,922.955,247,922.955,247,922.951,511,702.65Subtotal and Average 1.953 1
Local Agency Investment Fund (LAIF)
2.143STATE OF CALIFORNIA9001 26,848,720.74 26,848,720.74 2.17326,349,046.13LAIF 1
26,848,720.7426,349,046.1326,848,720.7426,816,462.68Subtotal and Average 2.143 1
Portfolio OTAY
NL! APData Updated: SET_ME8: 01/18/2023 18:21
Run Date: 01/18/2023 - 18:21 PM (PRF_PM2) 7.3.0
Report Ver. 7.3.5
YTM
360
Page 2
Par Value Book Value
Maturity
Date
Stated
RateMarket Value
December 31, 2022
Portfolio Details - Investments
Average
BalanceIssuer
Portfolio Management
Month End
Days to
MaturityS&PCUSIP Investment #
Purchase
Date
San Diego County Pool
2.929San Diego County9007 25,053,413.92 25,053,413.92 2.97024,095,000.00SD COUNTY POOL 1
25,053,413.9224,095,000.0025,053,413.9227,271,110.18Subtotal and Average 2.929 1
107,231,202.70 109,546,057.61 2.961 317106,899,339.56 109,468,524.73Total and Average
Portfolio OTAY
NL! APData Updated: SET_ME8: 01/18/2023 18:21
Run Date: 01/18/2023 - 18:21 PM (PRF_PM2) 7.3.0
YTM
360
Page 3
Par Value Book Value
Stated
RateMarket Value
December 31, 2022
Portfolio Details - Cash
Average
BalanceIssuer
Portfolio Management
Month End
Days to
MaturityS&PCUSIPInvestment #
Purchase
Date
Union Bank
0.000STATE OF CALIFORNIA9002 100.02 100.02100.02UNION MONEY 1
0.000STATE OF CALIFORNIA9003 2,950.00 2,950.002,950.00PETTY CASH 1
0.740STATE OF CALIFORNIA9004 750,011.84 750,011.84 0.750750,011.84UNION OPERATING 1
0.000STATE OF CALIFORNIA9005 28,220.87 28,220.8707/01/2022 28,220.87PAYROLL 1
0.000STATE OF CALIFORNIA9014 32,870.67 32,870.6707/01/2022 32,870.67UBNA-FLEX ACCT 1
0.00
107,231,202.70 110,360,211.01 2.961 317
1Average Balance
107,713,492.96 110,282,678.13Total Cash and Investments
Portfolio OTAY
NL! APData Updated: SET_ME8: 01/18/2023 18:21
Run Date: 01/18/2023 - 18:21 PM (PRF_PM2) 7.3.0
Month End
Activity Report
Sorted By Issuer
December 1, 2022 - December 31, 2022
Current
Rate
Transaction
Date Balance
Beginning
Balance
Ending
Par Value
Percent
of Portfolio
Par Value
CUSIP Investment # Issuer
Purchases or
Deposits
Redemptions or
Withdrawals
Issuer: Blackrock T - Fund Inst
Money Market
Blackrock T - Fund Inst9010 23.822.040 0.00RESERVE-10A WRB
Blackrock T - Fund Inst9011 46.312.040 0.00RESERVE 10 BABS
0.0024,338.79 24,408.92Subtotal and Balance 70.13
70.13 0.0024,338.79 24,408.920.022%Issuer Subtotal
Issuer: STATE OF CALIFORNIA
Union Bank
STATE OF CALIFORNIA9004 1,620,031.950.750 1,612,967.33UNION OPERATING
STATE OF CALIFORNIA9014 58.21 10,336.26UBNA-FLEX ACCT
1,623,303.59817,366.83 814,153.40Subtotal and Balance 1,620,090.16
Local Agency Investment Fund (LAIF)
STATE OF CALIFORNIA9001 9,900,000.002.173 10,400,000.00LAIF
10,400,000.0027,348,720.74 26,848,720.74Subtotal and Balance 9,900,000.00
11,520,090.16 12,023,303.5928,166,087.57 27,662,874.1425.066%Issuer Subtotal
Issuer: FIRST AMERICAN US TREASURY
Money Market
FIRST AMERICAN US TREASURY9016 10,063,050.941.980 4,995,194.84OWD TRUST & CUS
4,995,194.84155,657.93 5,223,514.03Subtotal and Balance 10,063,050.94
10,063,050.94 4,995,194.84155,657.93 5,223,514.034.733%Issuer Subtotal
Issuer: Federal Farm Credit Bank
Federal Agency Issues - Bullet
Federal Farm Credit Bank2410 3,000,000.004.250 12/20/2022 0.003133EN4N7
0.008,000,000.00 11,000,000.00Subtotal and Balance 3,000,000.00
3,000,000.00 0.008,000,000.00 11,000,000.009.967%Issuer Subtotal
Portfolio OTAY
NL! APData Updated: SET_ME8: 01/18/2023 18:21
Run Date: 01/18/2023 - 18:21 DA (PRF_DA) 7.2.0
Report Ver. 7.3.5
Current
Rate
Transaction
Date Balance
Beginning
Balance
Ending
Par Value
Page 2
Percent
of Portfolio
Par Value
December 1, 2022 - December 31, 2022
Activity Report
Month End
CUSIP Investment # Issuer
Purchases or
Deposits
Redemptions or
Withdrawals
Issuer: Federal Home Loan Bank
Federal Agency Issues- Callable
12,000,000.00 12,000,000.00Subtotal and Balance
Federal Agency Issues - Bullet
Federal Home Loan Bank2411 2,000,000.004.750 12/20/2022 0.003130AUBA1
0.009,000,000.00 11,000,000.00Subtotal and Balance 2,000,000.00
2,000,000.00 0.0021,000,000.00 23,000,000.0020.841%Issuer Subtotal
Issuer: Federal Home Loan Mortgage
Federal Agency Issues- Callable
10,600,000.00 10,600,000.00Subtotal and Balance
Federal Agency Issues - Bullet
3,796,000.00 3,796,000.00Subtotal and Balance
0.00 0.0014,396,000.00 14,396,000.0013.045%Issuer Subtotal
Issuer: Federal National Mortage Assoc
Federal Agency Issues - Bullet
4,000,000.00 4,000,000.00Subtotal and Balance
0.00 0.004,000,000.00 4,000,000.003.624%Issuer Subtotal
Issuer: San Diego County
San Diego County Pool
San Diego County9007 94,386.862.970 5,005,000.00SD COUNTY POOL
5,005,000.0029,964,027.06 25,053,413.92Subtotal and Balance 94,386.86
94,386.86 5,005,000.0029,964,027.06 25,053,413.9222.701%Issuer Subtotal
105,706,111.35 110,360,211.01Total 22,023,498.4326,677,598.09100.000%
Portfolio OTAY
NL! APData Updated: SET_ME8: 01/18/2023 18:21
Run Date: 01/18/2023 - 18:21 DA (PRF_DA) 7.2.0
Report Ver. 7.3.5
Month End
Duration Report
Sorted by Investment Type - Investment Type
Through 12/31/2022
Investment #Security ID Issuer
Investment
Class
Book
Value
Par
Value
Market
Value
Current
Rate
YTM Current
Yield
Maturity/
Call Date Duration
Modified
360Fund
Federal Home Loan Bank2395 99 2,000,000.00 1,884,740.003130AQL68 4.942 07/26/2024 1.5151,992,863.16 1.294Fair 1.080000
Federal Home Loan Bank2396 99 2,000,000.00 1,930,660.003130ARE31 4.915 03/28/2024 1.1972,000,000.00 1.973Fair 2.000000
Federal Home Loan Bank2398 99 2,000,000.00 1,946,660.003130ARWD9 5.123 02/16/2024 1.0772,000,000.00 2.615Fair 2.650000
Federal Home Loan Bank2401 99 3,000,000.00 2,956,920.003130AT4S3 6.668 06/13/2024 1.3763,000,000.00 3.652Fair 3.700000
Federal Home Loan Bank2403 99 3,000,000.00 2,976,630.003130ATLK1 4.955 10/28/2024 1.7163,000,000.00 4.438Fair 4.500000
Federal Home Loan Mortgage2406 99 3,000,000.00 3,003,750.003134GX6A7 4.945 04/25/2025 2.1443,000,000.00 4.932Fair 5.000000
Federal Home Loan Mortgage2407 99 1,600,000.00 1,602,016.003134GX5C4 4.931 11/08/2024 1.7371,600,000.00 4.932Fair 5.000000
Federal Home Loan Mortgage2408 99 3,000,000.00 3,003,900.003134GY3P5 5.055 11/22/2024 1.7743,000,000.00 5.055Fair 5.125000
Federal Home Loan Mortgage2409 99 3,000,000.00 3,001,920.003134GY3Q3 5.026 05/23/2024 1.3243,000,000.00 5.001Fair 5.070000
Federal Home Loan Mortgage2391 99 1,045,000.00 940,374.603137EAEX3 4.305 09/23/2025 2.6551,038,085.45 0.612Fair .3750000
Federal Home Loan Mortgage2392 99 2,751,000.00 2,475,569.883137EAEX3 4.305 09/23/2025 2.6552,732,421.45 0.618Fair .3750000
Federal National Mortage Assoc2393 99 2,000,000.00 1,889,280.003135G0X24 13.441 01/07/2025 1.8452,024,359.00 0.996Fair 1.625000
Federal National Mortage Assoc2394 99 2,000,000.00 1,798,500.003135G06G3 22.964 11/07/2025 2.5311,964,185.14 1.129Fair .5000000
Federal Farm Credit Bank2397 99 2,000,000.00 1,921,980.003133ENVC1 4.545 04/25/2025 2.1981,993,607.80 2.855Fair 2.750000
Federal Home Loan Bank2399 99 3,000,000.00 2,974,860.003130AT5B9 4.673 09/01/2023 0.6432,999,360.00 3.361Fair 3.375000
Federal Home Loan Bank2400 99 3,000,000.00 2,942,370.003130AT4D6 7.358 06/14/2024 1.3762,994,967.36 3.449Fair 3.375000
Federal Farm Credit Bank2402 99 3,000,000.00 2,994,450.003133ENP95 4.324 09/30/2025 2.5402,994,642.92 4.261Fair 4.250000
Federal Home Loan Bank2404 99 3,000,000.00 2,987,790.003130ATND5 5.210 09/13/2024 1.5992,998,927.88 4.338Fair 4.375000
Federal Farm Credit Bank2405 99 3,000,000.00 2,988,690.003133ENS43 4.600 10/17/2024 1.6912,991,065.77 4.488Fair 4.375000
Federal Farm Credit Bank2410 99 3,000,000.00 2,981,130.003133EN4N7 4.588 12/20/2024 1.8642,994,735.08 4.284Fair 4.250000
Federal Home Loan Bank2411 99 2,000,000.00 2,005,180.003130AUBA1 4.472 12/15/2023 0.9221,999,246.11 4.724Fair 4.750000
Blackrock T - Fund Inst9010 99 8,290.88 8,290.88RESERVE-10A 2.040 0.0008,290.88 2.012 †Amort 2.040000
Blackrock T - Fund Inst9011 99 16,118.04 16,118.04RESERVE 10 2.040 0.00016,118.04 2.012 †Amort 2.040000
FIRST AMERICAN US TREASURY9016 99 5,223,514.03 5,223,514.03OWD TRUST & 1.980 0.0005,223,514.03 1.953 †Amort 1.980000
STATE OF CALIFORNIA9001 99 26,848,720.74 26,349,046.13LAIF 2.173 0.00026,848,720.74 2.143Fair 2.173000
Portfolio OTAY
NL! AP
Page 1
Data Updated: SET_ME8: 01/18/2023 18:21
Run Date: 01/18/2023 - 18:21 DU (PRF_DU) 7.1.1
Report Ver. 7.3.5
Investment #Security ID Issuer
Investment
Class
Book
Value
Par
Value
Market
Value
Current
Rate
YTM Current
Yield
Maturity/
Call Date Duration
Modified
360
Sorted by Investment Type - Investment Type
Duration Report
Month End
Through 12/31/2022
Fund
San Diego County900799 25,053,413.92 24,095,000.00SD COUNTY 2.970 0.00025,053,413.92 2.929Fair2.970000
4.173 0.814109,468,524.73 109,546,057.61 106,899,339.56Report Total †
† = Duration can not be calculated on these investments due to incomplete Market price data.
Portfolio OTAY
NL! AP
Page 2
Data Updated: SET_ME8: 01/18/2023 18:21
Run Date: 01/18/2023 - 18:21 DU (PRF_DU) 7.1.1
Report Ver. 7.3.5
Month End
GASB 31 Compliance Detail
Sorted by Fund - Fund
December 1, 2022 - December 31, 2022
Investment #Maturity
Date
Beginning
Invested Value
Purchase
of Principal
Investment
ClassFundCUSIP
Adjustment in Value
Ending
Invested Value
Addition
to Principal
Redemption
of Principal
Amortization
Adjustment
Change in
Market Value
Fund: Treasury Fund
2406 3,007,470.00Fair Value 04/25/2025 -3,720.0099 3,003,750.003134GX6A7 0.00 0.00 0.00 0.00
2407 1,602,480.00Fair Value 11/08/2024 -464.0099 1,602,016.003134GX5C4 0.00 0.00 0.00 0.00
2392 2,475,487.35Fair Value 09/23/2025 82.5399 2,475,569.883137EAEX3 0.00 0.00 0.00 0.00
2408 3,005,820.00Fair Value 11/22/2024 -1,920.0099 3,003,900.003134GY3P5 0.00 0.00 0.00 0.00
2409 3,002,550.00Fair Value 05/23/2024 -630.0099 3,001,920.003134GY3Q3 0.00 0.00 0.00 0.00
2391 940,343.25Fair Value 09/23/2025 31.3599 940,374.603137EAEX3 0.00 0.00 0.00 0.00
2394 1,797,440.00Fair Value 11/07/2025 1,060.0099 1,798,500.003135G06G3 0.00 0.00 0.00 0.00
2393 1,888,040.00Fair Value 01/07/2025 1,240.0099 1,889,280.003135G0X24 0.00 0.00 0.00 0.00
2396 1,927,940.00Fair Value 03/28/2024 2,720.0099 1,930,660.003130ARE31 0.00 0.00 0.00 0.00
2395 1,881,400.00Fair Value 07/26/2024 3,340.0099 1,884,740.003130AQL68 0.00 0.00 0.00 0.00
2399 2,966,610.00Fair Value 09/01/2023 8,250.0099 2,974,860.003130AT5B9 0.00 0.00 0.00 0.00
2411 0.00Fair Value 12/15/2023 5,958.0099 2,005,180.003130AUBA1 1,999,222.00 0.00 0.00 0.00
2404 2,993,580.00Fair Value 09/13/2024 -5,790.0099 2,987,790.003130ATND5 0.00 0.00 0.00 0.00
2403 2,976,390.00Fair Value 10/28/2024 240.0099 2,976,630.003130ATLK1 0.00 0.00 0.00 0.00
2400 2,942,160.00Fair Value 06/14/2024 210.0099 2,942,370.003130AT4D6 0.00 0.00 0.00 0.00
2401 2,956,320.00Fair Value 06/13/2024 600.0099 2,956,920.003130AT4S3 0.00 0.00 0.00 0.00
2398 1,944,160.00Fair Value 02/16/2024 2,500.0099 1,946,660.003130ARWD9 0.00 0.00 0.00 0.00
9002 100.02Amortized 0.0099 100.02UNION MONEY 0.00 0.00 0.00 0.00
9014 43,148.72Amortized 0.0099 32,870.67UBNA-FLEX ACCT 0.00 58.21 10,336.26 0.00
9003 2,950.00Amortized 0.0099 2,950.00PETTY CASH 0.00 0.00 0.00 0.00
9005 28,220.87Amortized 0.0099 28,220.87PAYROLL 0.00 0.00 0.00 0.00
9004 742,947.22Amortized 0.0099 750,011.84UNION OPERATING 0.00 1,620,031.95 1,612,967.33 0.00
9001 26,822,557.66Fair Value 26,488.4699 26,349,046.13LAIF 0.00 9,900,000.00 10,400,000.00 0.00
2405 2,989,500.00Fair Value 10/17/2024 -810.0099 2,988,690.003133ENS43 0.00 0.00 0.00 0.00
2402 2,996,280.00Fair Value 09/30/2025 -1,830.0099 2,994,450.003133ENP95 0.00 0.00 0.00 0.00
2410 0.00Fair Value 12/20/2024 -13,523.4099 2,981,130.003133EN4N7 2,994,653.40 0.00 0.00 0.00
2397 1,924,200.00Fair Value 04/25/2025 -2,220.0099 1,921,980.003133ENVC1 0.00 0.00 0.00 0.00
9007 28,714,000.00Fair Value 291,613.1499 24,095,000.00SD COUNTY POOL 0.00 94,386.86 5,005,000.00 0.00
9016 155,657.93Amortized 0.0099 5,223,514.03OWD TRUST & CUS 0.00 10,063,050.94 4,995,194.84 0.00
9011 16,071.73Amortized 0.0099 16,118.04RESERVE 10 BABS 0.00 46.31 0.00 0.00
9010 8,267.06Amortized 0.0099 8,290.88RESERVE-10A WRB 0.00 23.82 0.00 0.00
102,752,091.81Subtotal 313,426.08 107,713,492.964,993,875.40 21,677,598.09 22,023,498.43 0.00
Portfolio OTAY
NL! APData Updated: SET_ME8: 01/18/2023 18:21
Run Date: 01/18/2023 - 18:21 GD (PRF_GD) 7.1.1
Report Ver. 7.3.5
Investment #Maturity
Date
Beginning
Invested Value
Purchase
of Principal
Investment
Class
Sorted by Fund - Fund
Fund
Page 2
CUSIP
Adjustment in Value
Ending
Invested Value
Addition
to Principal
Redemption
of Principal
Amortization
Adjustment
Change in
Market Value
GASB 31 Compliance Detail
Month End
102,752,091.81Total 107,713,492.96313,426.084,993,875.40 21,677,598.09 22,023,498.43 0.00
Portfolio OTAY
NL! APData Updated: SET_ME8: 01/18/2023 18:21
Run Date: 01/18/2023 - 18:21 GD (PRF_GD) 7.1.1
Report Ver. 7.3.5
Month End
Interest Earnings
Sorted by Fund - Fund
December 1, 2022 - December 31, 2022
Yield on Beginning Book Value
Maturity
Date
Current
Rate
Ending
Par Value
EndingSecurity
TypeFund Book Value
Beginning
Book Value
Adjusted Interest Earnings
AccretionAmortization/EarningsAdjusted InterestAnnualized
YieldCUSIPInvestment #
Interest
Earned
Fund: Treasury Fund
3,000,000.0024063,000,000.00 5.000MC104/25/2025 12,500.00 0.00 12,500.004.906993,000,000.003134GX6A7
1,600,000.0024071,600,000.00 5.000MC111/08/2024 6,666.67 0.00 6,666.674.906991,600,000.003134GX5C4
2,732,421.4523922,751,000.00 0.375FAC09/23/2025 859.69 567.57 1,427.260.615992,731,853.883137EAEX3
3,000,000.0024083,000,000.00 5.125MC111/22/2024 12,812.50 0.00 12,812.505.029993,000,000.003134GY3P5
3,000,000.0024093,000,000.00 5.070MC105/23/2024 12,675.00 0.00 12,675.004.975993,000,000.003134GY3Q3
1,038,085.4523911,045,000.00 0.375FAC09/23/2025 326.57 211.24 537.810.610991,037,874.213137EAEX3
1,964,185.1423942,000,000.00 0.500FAC11/07/2025 833.33 1,047.22 1,880.551.128991,963,137.923135G06G3
2,024,359.0023932,000,000.00 1.625FAC01/07/2025 2,708.33 -1,006.57 1,701.760.989992,025,365.573135G0X24
2,000,000.0023962,000,000.00 2.000MC103/28/2024 3,333.33 0.00 3,333.331.962992,000,000.003130ARE31
1,992,863.1623952,000,000.00 1.080MC107/26/2024 1,800.00 378.95 2,178.951.288991,992,484.213130AQL68
2,999,360.0023993,000,000.00 3.375FAC09/01/2023 8,437.50 80.00 8,517.503.344992,999,280.003130AT5B9
1,999,246.1124112,000,000.00 4.750FAC12/15/2023 2,902.78 24.11 2,926.894.453990.003130AUBA1
2,998,927.8824043,000,000.00 4.375FAC09/13/2024 10,937.50 52.55 10,990.054.315992,998,875.333130ATND5
3,000,000.0024033,000,000.00 4.500MC110/28/2024 11,250.00 0.00 11,250.004.415993,000,000.003130ATLK1
2,994,967.3624003,000,000.00 3.375FAC06/14/2024 8,437.50 288.68 8,726.183.431992,994,678.683130AT4D6
3,000,000.0024013,000,000.00 3.700MC106/13/2024 9,250.00 0.00 9,250.003.630993,000,000.003130AT4S3
2,000,000.0023982,000,000.00 2.650MC102/16/2024 4,416.67 0.00 4,416.672.600992,000,000.003130ARWD9
750,011.849004750,011.84 0.750PA1 1,471.15 0.00 1,471.152.33199742,947.22UNION OPERATING
26,848,720.74900126,848,720.74 2.173LA1 49,491.44 0.00 49,491.442.1319927,348,720.74LAIF
2,991,065.7724053,000,000.00 4.375FAC10/17/2024 10,937.50 414.91 11,352.414.469992,990,650.863133ENS43
2,994,642.9224023,000,000.00 4.250FAC09/30/2025 10,625.00 162.50 10,787.504.242992,994,480.423133ENP95
2,994,735.0824103,000,000.00 4.250FAC12/20/2024 3,895.83 81.68 3,977.514.040990.003133EN4N7
1,993,607.8023972,000,000.00 2.750FAC04/25/2025 4,583.33 229.93 4,813.262.843991,993,377.873133ENVC1
25,053,413.92900725,053,413.92 2.970LA3 68,790.44 0.00 68,790.442.7039929,964,027.06SD COUNTY POOL
5,223,514.0390165,223,514.03 1.980PA2 2,501.10 0.00 2,501.1018.91999155,657.93OWD TRUST & CUS
16,118.04901116,118.04 2.040PA2 27.92 0.00 27.922.0459916,071.73RESERVE 10 BABS
8,290.8890108,290.88 2.040PA2 14.36 0.00 14.362.045998,267.06RESERVE-10A WRB
110,296,069.45Subtotal 110,218,536.57 2.903 265,018.212,532.77262,485.44105,557,750.69
110,296,069.45Total 110,218,536.57 2.903 265,018.212,532.77262,485.44105,557,750.69
Portfolio OTAY
NL! APData Updated: SET_ME8: 01/18/2023 18:21
Run Date: 01/18/2023 - 18:21 IE (PRF_IE) 7.2.0
Report Ver. 7.3.5
SUMMARY FOR PERIOD 12/22/2022 - 1/18/2023 NET DEMANDS
$)&$,4
70*%$)&$,4
505"-$)&$,4
8*3&50
#&/&'*54$003%*/"5034%&/5"-$0#3"$-"*.4 %&$
#&/&'*54$003%*/"5034%&/5"-#&/&'*54"%.*/'&&4 %&$
#&/&'*54$003%*/"5034%&/5"-#&/&'*54"%.*/'&&4 %&$
05":8"5&3%*453*$5#*8&&,-:1":30--%&%6$5*0/
05":8"5&3%*453*$5#*8&&,-:1":30--%&%6$5*0/
05":8"5&3%*453*$5#*8&&,-:1":30--%&%6$5*0/
16#-*$&.1-0:&&43&54:45&.#*8&&,-:1&34$0/53*#65*0/
16#-*$&.1-0:&&43&54:45&.#*8&&,-:1&34$0/53*#65*0/
4"/%*&(0$06/5:8"5&3"65)8"5&3%&-*7&3*&4$)"3(&4 /07
6/*0/#"/,#*8&&,-:1":30--5"9&4
6/*0/#"/,#*8&&,-:1":30--5"9&4
64#"/,$"-$"3%&91&/4&4 .0/5)-:
70:"'*/"/$*"-#*8&&,-:"1-"/
70:"'*/"/$*"-#*8&&,-:"1-"/
TOTAL CASH DISBURSEMENTS $ 8,155,377.78
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TYPE MEETING:
SUBMITTED BY:
APPROVED BY:
APPROVED BY:
SUBJECT:
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MEETING DATE:
W.O./G.F. NO:DIV. NO.
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Check Total
2,707.20
1,128.00
CHECK REGISTER
Otay Water District
Date Range: 12/22/2022 - 1/18/2023
Check #Date Vendor Vendor Name Invoice Inv. Date Description Amount
2059209 01/18/23 15416 24 HOUR ELEVATOR INC 135019 01/01/23 ELEVATOR GENERAL MAINTENANCE FY23 591.79 591.79
2059171 01/11/23 08488 ABLEFORCE INC 11375 01/03/23 SHAREPOINT & INTRANET SUPPORT SVCS FY23 1,875.00 1,875.00
2059172 01/11/23 18122 ACC BUSINESS 223476565 12/27/22 INTERNET CIRCUITS (DEC 2022)1,323.91 1,323.91
2059173 01/11/23 07732 AIRGAS SPECIALTY PRODUCTS INC 9133141306 12/16/22 AS-NEEDED AQUA AMMONIA FY23 1,518.60
9133133144 12/16/22 AS-NEEDED AQUA AMMONIA FY23 724.20
9133141305 12/16/22 AS-NEEDED AQUA AMMONIA FY23 464.40
2059205 01/18/23 21702 AIXA OLIVERA Ref002685152 01/13/23 UB Refund Cst #0000188578 105.21 105.21
2059210 01/18/23 18296 ALBIREO ENERGY LLC PIN0024550 12/30/22 FIRE ALARM ANNUAL SERVICES 435.41 435.41
2059174 01/11/23 07785 AT&T 000019192361 12/20/22 TELEPHONE SERVICES (11/12/22 - 12/11/22)3,721.65 3,721.65
2059144 01/04/23 06412 AYALA-MASON, TANYA 010323 01/03/23 EXPENSE REIMBURSEMENT 303.00 303.00
2059111 12/28/22 20125 AZTEC LANDSCAPING INC J1329 11/30/22 JANITORIAL SERVICES FY23 8,409.90 8,409.90
2059211 01/18/23 21703 BALDWIN AND SONS Ref002685153 01/13/23 UB Refund Cst #0000267779 2,046.00 2,046.00
2059212 01/18/23 18560 CALIFORNIA DEPARTMENT OF 0-030-968-540 01/11/23 UNDERGROUND STORAGE TANK FEES (CY22)1,218.00 1,218.00
2059112 12/28/22 15177 CAROLLO ENGINEERS INC FB30135 12/02/22 DISINFECTION SYS IMPROVE (10/1/22-1/31/22)25,509.25 25,509.25
2059113 12/28/22 10571 CCL CONTRACTING 00019051 10/31/22 RETAINAGE RELEASE 69,980.07 69,980.07
2059175 01/11/23 19833 CHARLES F NEUMAN 004 12/13/22 OUTSIDE SERVICES - PHOTOGRAPHY SERVICE 500.00 500.00
2059176 01/11/23 05131 CITY OF SAN DIEGO 1000341679 10/27/22 REIMBURSEMENT/LA MEDIA RD- CITY OF SD 2,200,011.00 2,200,011.00
2059114 12/28/22 04119 CLARKSON LAB & SUPPLY INC 28756 11/30/22 BACTERIOLOGICAL TESTING (11/21/22)228.00
28757 11/30/22 BACTERIOLOGICAL TESTING (11/21/22)228.00
28758 11/30/22 BACTERIOLOGICAL TESTING (11/29/22)228.00
28759 11/30/22 BACTERIOLOGICAL TESTING (11/30/22)228.00
28755 11/30/22 BACTERIOLOGICAL TESTING (11/8/22)216.00
2059145 01/04/23 21679 CONSTANCE CALHOUN Ref002683586 12/30/22 UB Refund Cst #0000241687 26.00 26.00
2059115 12/28/22 18331 CORE & MAIN LP R994945 12/02/22 INVENTORY 3,337.02 3,337.02
2059116 12/28/22 15049 CORELOGIC SOLUTIONS LLC 82155078 11/30/22 DATA SERVICES - PROPERTY DATA FY23 540.75 540.75
5,473.37
1,386.18
2,507.58
9,065.38
192.56
2059117 12/28/22 04443 CSI SERVICES INC 11759 12/08/22 COATING INSPECTION SERV (8/4/22)3,975.00 3,975.00
2059118 12/28/22 11797 D&H WATER SYSTEMS INC 2022-1610 12/06/22 FORCE FLOW 6,196.58 6,196.58
2059177 01/11/23 11797 D&H WATER SYSTEMS INC 2022-1653 12/16/22 TOTAL ANALYZER PARTS 3,218.47
2022-1675 12/20/22 TOTAL ANALYZER PARTS 2,254.90
2059119 12/28/22 21128 DAVIS FARR LLP 13359 12/07/22 AUDIT SERV FY22 FINANCIAL STATEMENTS 3,800.00 3,800.00
2059206 01/18/23 21701 DAVIS NACAMU Ref002685151 01/13/23 UB Refund Cst #0000062359 203.14 203.14
2059178 01/11/23 20598 DILAYRE, SHIELA 010623 01/06/23 EXPENSE REIMBURSEMENT 1,465.95 1,465.95
2059179 01/11/23 02965 DIPIETRO, BRANDON BD010523 01/05/23 TUITION REIMBURSEMENT 229.00 229.00
2059180 01/11/23 05134 DYCHITAN, MARISSA 010623 01/06/23 EXPENSE REIMBURSEMENT 356.95 356.95
2059146 01/04/23 21677 EARL COLE Ref002683584 12/30/22 UB Refund Cst #0000047277 20.58 20.58
2059181 01/11/23 02447 EDCO DISPOSAL CORPORATION 5458 123122 12/31/22 RECYCLED WASTE SERVICE FY23 160.67 160.67
2059147 01/04/23 20794 ENTISYS 360 189762 12/22/22 MS SOFTWARE MAINTENANCE RENEWAL 2,838.20 2,838.20
2059148 01/04/23 20511 EYEMED (FIDELITY)165568739 12/20/22 VISION BENEFITS ADMINISTRATION (CY2023)1,369.71
165569009 12/20/22 VISION BENEFITS ADMINISTRATION (CY2023)16.47
2059182 01/11/23 18923 FAKHOURI, EID 010623 01/06/23 EXPENSE REIMBURSEMENT 378.96 378.96
2059120 12/28/22 03546 FERGUSON WATERWORKS # 1083 0816738 11/30/22 INVENTORY 1,726.93
0816602 11/30/22 INVENTORY 780.65
2059183 01/11/23 03546 FERGUSON WATERWORKS # 1083 0814705-1 12/23/22 INVENTORY 4,250.09
0818452 12/23/22 INVENTORY 3,479.19
0814930-1 12/23/22 INVENTORY 1,336.10
2059121 12/28/22 17888 FIRST AMERICAN DATA TREE LLC 9003401122 11/30/22 DOCUMENT SERVICE (MONTHLY)99.00 99.00
2059122 12/28/22 02591 FITNESS TECH 12275 12/01/22 FY23 GYM EQUIPMENT MAINTENANCE 150.00 150.00
2059149 01/04/23 11962 FLEETWASH INC 2716988 12/02/22 FLEETWASH SERVICES FY23 299.50 299.50
2059184 01/11/23 11962 FLEETWASH INC 2725931 12/16/22 FLEETWASH SERVICES FY23 105.03
2730591 12/23/22 FLEETWASH SERVICES FY23 87.53
2059150 01/04/23 21053 FRANCHISE TAX BOARD Ben2683623 01/05/23 BI WEEKLY PAYROLL DEDUCTION 100.00 100.00
2059213 01/18/23 21053 FRANCHISE TAX BOARD Ben2685175 01/19/23 BI WEEKLY PAYROLL DEDUCTION 100.00 100.00
2059123 12/28/22 00174 HACH COMPANY 13363509 12/01/22 5500SC ANALYZER SUPPLIES FY23 153.74 153.74
11,311.76
10,046.35
28,835.00
112.72
1,266.00
2059124 12/28/22 19978 HASA INC.862557 11/30/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 3,409.96
863005 12/05/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 3,200.84
863565 12/08/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 2,157.36
863261 12/07/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 1,109.62
862558 11/30/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 1,073.35
862742 12/01/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 360.63
2059185 01/11/23 19978 HASA INC.865138 12/22/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 2,264.06
865140 12/22/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 1,920.50
864592 12/15/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 1,594.02
865129 12/20/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 1,237.66
865132 12/21/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 964.52
864335 12/14/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 896.23
865128 12/22/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 599.62
865133 12/21/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 337.15
865135 12/22/22 AS-NEEDED SODIUM HYPOCHLORITE FY23 232.59
2059125 12/28/22 18436 HAZEN AND SAWYER DPC 200940072A 12/01/22 WATER FACILITIES MASTER PLAN (OCT 2022)11,585.00
200940073 12/01/22 ASSET MANAGEMENT SVCS (SEPT 2022)9,146.25
200940071A 12/01/22 WATER FACILITIES MASTER PLAN (SEPT 2022)4,683.75
2009405A1 12/01/22 ASSET MANAGEMENT SVCS (OCT 2022)3,420.00
2059186 01/11/23 18436 HAZEN AND SAWYER DPC 2009405A2 12/23/22 ASSET MANAGEMENT SVCS (NOV 2022)2,510.00 2,510.00
2059214 01/18/23 18436 HAZEN AND SAWYER DPC 200940073A 12/23/22 WATER FACILITIES MASTER PLAN (NOV 2022)6,909.59 6,909.59
2059151 01/04/23 17360 HECTOR MERAUX 8974010323 01/03/23 CUSTOMER REFUND 814.85 814.85
2059152 01/04/23 21681 HELIX ENVIRONMENTAL Ref002683588 12/30/22 UB Refund Cst #0000276537 2,135.68 2,135.68
2059187 01/11/23 02008 HELIX ENVIRONMENTAL 116817 12/19/22 ENVIRONMENTAL SVCS (NOV 2022)547.50 547.50
2059153 01/04/23 00062 HELIX WATER DISTRICT 433002122022 12/12/22 WATER USAGE (10/7/22 - 12/7/22)56.36
5428312122022 12/12/22 WATER USAGE (10/7/22 - 12/7/22)56.36
2059126 12/28/22 21321 HILTS CONSULTING GROUP INC 52343 12/05/22 870-1 RES COVER/LINER EVAL 8,760.00 8,760.00
2059127 12/28/22 21322 HPS WEST INC.0001348 11/30/22 METER READING RECEIVERS 6,794.01 6,794.01
2059215 01/18/23 06511 HUDSON SAFE-T-LITE RENTALS 00122445 12/15/22 TRAFFIC CONTROL 1,117.50 1,117.50
2059128 12/28/22 13349 HUNSAKER & ASSOCIATES 2022110002 12/05/22 LAND SURVEYING SERV (NOV 2022)1,100.00
2022110003 12/05/22 LAND SURVEYING SERV (NOV 2022)166.00
2059188 01/11/23 15622 ICF JONES & STOKES INC 00000048297 12/14/22 ENVIRONMENTAL SVCS (NOV 2022)3,050.00
7,811.21
21,562.43
30,557.02
22,368.55
112,848.16
9,865.02
15622 ICF JONES & STOKES INC 00000048297 ENVIRONMENTAL SVCS (NOV 2022)
00000048331 12/14/22 ENVIRONMENTAL SVCS (NOV 2022)3,030.00
00000048287 12/14/22 ENVIRONMENTAL SVCS (NOV 2022)1,731.21
2059129 12/28/22 08969 INFOSEND INC 225288 11/30/22 BILL PROCESSING SERVICES FY23 14,025.65
225287 11/30/22 BILL PROCESSING SERVICES FY23 4,502.40
225857 12/01/22 BILL PROCESSING SERVICES FY23 2,755.21
226095 12/09/22 BILL PROCESSING SERVICES FY23 279.17
2059207 01/18/23 19421 IRMA MENDEZ Ref002685150 01/13/23 UB Refund Cst #0000053029 105.63 105.63
2059154 01/04/23 21678 JANE HAJOSY Ref002683585 12/30/22 UB Refund Cst #0000222756 23.45 23.45
2059189 01/11/23 10563 JCI JONES CHEMICALS INC 903094 12/19/22 AS-NEEDED CHLORINE GAS FY23 5,966.85 5,966.85
2059208 01/18/23 21704 JOVONNE POOLE Ref002685154 01/13/23 UB Refund Cst #0000277078 66.86 66.86
2059190 01/11/23 05840 KIRK PAVING INC 22-115-8 12/16/22 AS-NEEDED PAVING SERVICE FY23 25,568.01
22-115-9 12/21/22 AS-NEEDED PAVING SERVICE FY23 4,653.15
22-115-6R 10/19/22 RETAINAGE RELEASE 335.86
2059216 01/18/23 05840 KIRK PAVING INC 22-172-5 11/09/22 AS-NEEDED EMERGENCY PAVING FY23 21,250.12
22-172-5R 11/09/22 RETAINAGE RELEASE 1,118.43
2059130 12/28/22 15615 LAYFIELD USA CORPORATION E10363-1 11/30/22 CLEANING/MAINT OF RES COVERS FY23 74,951.93
E10363-2 11/30/22 CLEANING/MAINT OF RES COVERS FY23 37,896.23
2059191 01/11/23 03117 LIFE DECK COATING 87360-1 11/17/22 PROTECTIVE COATING 9,750.00 9,750.00
2059155 01/04/23 21684 M G M MANAGEMENT CO LP Ref002683591 12/30/22 UB Refund Cst #0000283889 80.90 80.90
2059192 01/11/23 07591 MA, DONGXING 122122 12/22/22 EXPENSE REIMBURSEMENT 2,557.53 2,557.53
2059156 01/04/23 21686 MARTINEZ, ROGELIO 010323 01/03/23 EXPENSE REIMBURSEMENT 179.00 179.00
2059131 12/28/22 01824 MERKEL & ASSOCIATES INC 22120604 12/06/22 SMA HABITAT MANAGEMENT (NOV 2022)7,145.61 7,145.61
2059193 01/11/23 16613 MISSION RESOURCE CONSERVATION 442 12/01/22 OUTSIDE SERVICES - HWUE 155.00 155.00
2059132 12/28/22 17261 NATURESCAPE SERVICES 6299 11/30/22 LANDSCAPE MAINTENANCE SERVICES FY23 9,689.00
6397 12/07/22 LANDSCAPE MAINTENANCE SERVICES FY23 176.02
2059133 12/28/22 02027 NTH GENERATION COMPUTING INC 40696TM6 11/30/22 PROF SERV - SERVER UPGRADE PROJECT 500.00 500.00
2059217 01/18/23 17527 OTERO, TENILLE 112922120122-1 12/14/22 EXPENSE REIMBURSEMENT 172.00 172.00
2059134 12/28/22 01002 PACIFIC PIPELINE SUPPLY INC S100446627.002 12/07/22 INVENTORY 9,018.68 9,018.68
2059194 01/11/23 01002 PACIFIC PIPELINE SUPPLY INC S100447085.001 12/22/22 INVENTORY 13,460.13
14,937.09
1,405.00
238,329.16
2059194 01/11/23 01002 PACIFIC PIPELINE SUPPLY INC S100447085.001 12/22/22 INVENTORY 13,460.13
S100446973.001 12/22/22 INVENTORY 820.54
S100445274.001 12/14/22 INVENTORY 656.42
2059157 01/04/23 19310 PALM LAUNDRY INC 244 01/01/23 TOWEL LAUNDRY SERVICE FY23 127.89 127.89
2059158 01/04/23 21685 PATRICIA ALVAREZ DE LOS COBOS 2906010323 01/03/23 CUSTOMER REFUND 759.00 759.00
2059159 01/04/23 07161 POULIN, WILLIAM 122922 12/29/22 EXPENSE REIMBURSEMENT 1,988.30 1,988.30
2059195 01/11/23 21580 PRISM 23400954 01/03/23 EMPLOYEE ASSISTANCE PROGRAM (CY2023)833.31 833.31
2059160 01/04/23 07860 PROTECTIVE LIFE INSURANCE CO 102788121222 12/12/22 ANNUAL LIFE INSURANCE PREMIUM (2023)990.00 990.00
2059196 01/11/23 03613 PSOMAS 191245 12/15/22 LAND SURVEYING SERV (THROUGH 12/15/22)1,125.00
191244 12/15/22 LAND SURVEYING SERV (THROUGH 12/15/22)280.00
2059218 01/18/23 16806 QWIKPRINTS LLC 23101446 01/12/23 FINGERPRINTING SERVICES 25.00 25.00
2059135 12/28/22 20861 RAFTELIS 26300 12/13/22 WATER & SEWER COST OF SERVICE STUDIES 3,153.75 3,153.75
2059161 01/04/23 18908 RALSTON TEAM PROPERTIES 5524010323 01/03/23 CUSTOMER REFUND 203.69 203.69
2059197 01/11/23 04542 ROBAK, MARK 120122123122 12/31/22 MILEAGE REIMBURSEMENT 176.25 176.25
2059136 12/28/22 19377 SAGEVIEW ADVISORY GROUP LLC 202240434 01/01/23 INVESTMENT ADV FOR DEFERRED COMP PLAN 6,250.00 6,250.00
2059162 01/04/23 21683 SALWAN KONO Ref002683590 12/30/22 UB Refund Cst #0000277754 1,530.96 1,530.96
2059198 01/11/23 21296 SAN DIEGO ASPHALT RECYCLING 49770 10/24/22 ASPHALT RECYCLING SERVICES 180.00 180.00
2059163 01/04/23 00121 SAN DIEGO GAS & ELECTRIC 122122 12/21/22 UTILITY EXPENSES (MONTHLY)97,114.65 97,114.65
2059199 01/11/23 00121 SAN DIEGO GAS & ELECTRIC 122922 12/29/22 UTILITY EXPENSES (MONTHLY)88,970.82
010523 01/05/23 UTILITY EXPENSES (MONTHLY)88,546.44
122822A 12/28/22 UTILITY EXPENSES (MONTHLY)33,213.68
010623 01/06/23 UTILITY EXPENSES (MONTHLY)25,530.76
122822 12/28/22 UTILITY EXPENSES (MONTHLY)1,285.23
122722 12/27/22 UTILITY EXPENSES (MONTHLY)782.23
2059200 01/11/23 14708 SC FUELS 2288350 12/19/22 RED DYE DIESEL FUEL 11,621.77 11,621.77
2059201 01/11/23 19603 SECURITAS SECURITY SVC USA INC 11109610 12/31/22 ON-DEMAND SECURITY RESPONSE FY23 410.00 410.00
2059164 01/04/23 21680 SHEA HOMES INC Ref002683587 12/30/22 UB Refund Cst #0000264481 1,572.81 1,572.81
2059219 01/18/23 16229 SMITH, TIMOTHY 110122113022 11/30/22 EXPENSE REIMBURSEMENT 19.03 19.03
2059165 01/04/23 21115 SONIA RIVAS Ben2683621 01/05/23 BI-WEEKLY PAYROLL DEDUCTION 553.85 553.85
2059220 01/18/23 21115 SONIA RIVAS Ben2685173 01/19/23 BI-WEEKLY PAYROLL DEDUCTION 553.85 553.85
2059166 01/04/23 05755 STATE WATER RESOURCES 36452030123PC 12/29/22 T2 CERTIFICATION RENEWAL 60.00 60.00
869.32
879.94
5,290.00
16,932.23
13,623.00
2059166 01/04/23 05755 STATE WATER RESOURCES 36452030123PC 12/29/22 T2 CERTIFICATION RENEWAL 60.00 60.00
2059167 01/04/23 21676 STEPHEN BRUNETTO Ref002683583 12/30/22 UB Refund Cst #0000046285 224.57 224.57
2059137 12/28/22 18376 SVPR COMMUNICATIONS LLC 1563 11/30/22 AS-NEEDED COMMUNICATIONS CONSULTING 400.00 400.00
2059168 01/04/23 21682 TAMISHA LAKE Ref002683589 12/30/22 UB Refund Cst #0000276731 52.01 52.01
2059221 01/18/23 19536 TREBOR SHORING RENTALS 280899-3 12/29/22 RENTAL SHIELD & SUPPORT BEAM 1,351.99 1,351.99
2059202 01/11/23 20891 U.S. BANK NATIONAL ASSOCIATION 6774071 12/23/22 FEES 2019 WW REV BOND (12/1/22-11/30/23)2,750.00 2,750.00
2059138 12/28/22 00427 UNDERGROUND SERVICE ALERT 1120220508 12/01/22 UNDERGROUND ALERTS (MONTHLY)629.50
222301901 12/01/22 DIG SAFE BOARD FEES (MONTHLY)239.82
2059169 01/04/23 15675 UNITED SITE SERVICES INC 01263348 12/13/22 PORT. TOILET RENTAL FY23 733.47
01261230 12/13/22 PORT. TOILET RENTAL FY23 146.47
2059222 01/18/23 03352 UNITED WATER WORKS INC S100114474.003/.001 01/03/23 INVENTORY 2,210.00 2,210.00
2059139 12/28/22 08028 VALLEY CONSTRUCTION MANAGEMENT SD9237704 12/05/22 CMIS (NOV 2022)2,970.00
SD330503 12/07/22 CMIS (NOV 2022)2,320.00
2059223 01/18/23 20909 VOLT WORKFORCE SOLUTIONS 45589057-1 11/13/22 WATER INTERNS (11/7-11/13 - GIESLER)45.00 45.00
2059140 12/28/22 15807 WATCHLIGHT CORPORATION 787588 12/15/22 SECURITY ALARM MONITORING FY23 2,576.92 2,576.92
2059170 01/04/23 15807 WATCHLIGHT CORPORATION 789814 11/02/22 ADMIN CAMERAS 11,511.54
789533 11/18/22 ALARM, ACCESS AND VIDEO VERIFICATION 4,556.69
789526 12/09/22 ALARM, ACCESS AND VIDEO VERIFICATION 864.00
2059203 01/11/23 15807 WATCHLIGHT CORPORATION 789522 12/14/22 ALARM, ACCESS AND VIDEO VERIFICATION 1,400.92 1,400.92
2059141 12/28/22 15726 WATER SYSTEMS CONSULTING INC 7391 11/30/22 HYDRAULIC MODELING (ENDING 11/30/22)3,570.00 3,570.00
2059142 12/28/22 01343 WE GOT YA PEST CONTROL INC 59605 12/09/22 AS-NEEDED BEE REMOVAL FY23 125.00 125.00
2059143 12/28/22 19866 WOOD RODGERS INC 163759 10/31/22 ENGINEERING DESIGN SERVICES (OCT 2022)10,883.00
163920 10/31/22 ENGINEERING DESIGN SERVICES (OCT 2022)2,740.00
2059204 01/11/23 19866 WOOD RODGERS INC 164732164874 11/30/22 ENGINEERING DESIGN SERVICES (NOV 2022)13,999.50 13,999.50
2059224 01/18/23 08023 WORKTERRA 0104545 12/31/22 EMPLOYEE BENEFITS FY23
114 Checks
855.00 855.00
Amount Pd Total:3,134,767.12
Check Grand Total:3,134,767.12