Eastvale City Council
May 25, 2022

PROJECT TYPE: Capital Improvements Project
PROJECT NAME: Limonite Gap Closure
PROJECT DESCRIPTION: Project will connect from 2,450 LF east of Hellman Ave to Archibald Avenue. The total length of the proposed project is approximately 3,200 LF including a bridge over the Cucamonga Creek. Both road and bridge will serve 4 lanes of traffic including bicycle and pedestrian facilities. A separate pedestrian bridge over the Cucamonga Creek little south of the proposed vehicular bridge, as shown on the below map, is also part of this project.

PROJECT STATUS: 95% plans and specifications under review.

Construction Management service procured.

Working with various agencies to obtain necessary permits.

PROJECT SCHEDULE: Design contract award date - May 22, 2019 30% design completed - December 2019
NOD filed - December 2020
90% design - November 2021
Estimated 100% design - Summer 2022
PROJECT MAP:

Proposed Limonite Ave Bridge
Proposed Pedestrian Bridge
226

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Capital Improvements Project
PROJECT NAME: Improvement of Bike Network Connectivity/ATP Trails PROJECT DESCRIPTION: Project will design and construct nearly 5 miles of trails running along Scholar Way and Harrison Avenue. The project will provide dedicated space for people to bike and walk from north Eastvale to the Santa Ana River Trail on the south.

PROJECT STATUS: Design contract was awarded to Mark Thomas. Preliminary design work has started. Community outreach meeting was held January 22, 2022. Currently working with Caltrans to approve scope change to change from Class IV with lane reduction to Class I with no lane reduction.

PROJECT SCHEDULE: Mark Thomas is performing Phase 1B efforts consisting of preliminary design and public outreach.

PROJECT MAP:
227

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Capital Improvements Project
PROJECT NAME: Schleisman Road Safety and Connectivity Project PROJECT DESCRIPTION: Project will design and construct dedicated space for people to bike and walk along Schleisman Road between Hamner Avenue and Sumner Avenue.

PROJECT STATUS: Conceptual development contract was awarded to Conceptual Design & Planning Company on March 9, 2022
PROJECT SCHEDULE: Once conceptual plan is completed, City will solicit proposals for development of plans and specifications.

PROJECT MAP:
228

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Capital Improvements Project
PROJECT NAME: Limonite Avenue Signal Synchronization
PROJECT DESCRIPTION: Project will design and install necessary equipment to synchronize traffic signals along Limonite Avenue.

PROJECT STATUS: Construction contract was award to Belco on May 11, 2022 to install necessary infrastructure to synchronize the traffic signals.

PROJECT SCHEDULE: There is a long lead time on the necessary materials to connect the traffic signals with fiber-optic. As an interim solution, City will synchronize the traffic signal suing wireless radios. This is expected to be completed in June 2022.

PROJECT MAP:
229

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Capital Improvements Project
PROJECT NAME: Citywide Retroreflective Backplate on Traffic Signal Indicator PROJECT DESCRIPTION: Project will design and install retroreflective backplate borders along backplates of traffic signal indicators at 29 signalized intersections to improve the visibility of signals.

PROJECT STATUS: Plans and Specifications have been completed.

PROJECT SCHEDULE: The construction is estimated to be commence in Summer 2022.

PROJECT MAP:
230

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Capital Improvements Project
PROJECT NAME: Traffic Signal Dilemma Zone Detection and Mitigation PROJECT DESCRIPTION: Project will install advanced dilemma zone detection system and associated equipment in existing traffic signal cabinets at 16 signalized intersections to modify signal timing to improve safety for motorists approaching intersections.

PROJECT STATUS: 90% Plans and Specifications have been completed.

PROJECT SCHEDULE: The construction is estimated to be commence in Fall 2022.

PROJECT MAP:
231

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Capital Improvements Project
PROJECT NAME: Annual Asphalt Overlay Project
PROJECT DESCRIPTION: Project scope includes grinding of pavement, placement of 2” asphalt concrete, curb ramp improvements for accessibility, traffic loop replacement, utility cover adjustments, replacement and enhancement of traffic striping, and installation of landscape.

PROJECT STATUS: Construction contract was awarded to All American Asphalt on January 12, 2022. All paving work has been completed, except the work along Milliken, which is waiting on Caltrans permit issuance.

PROJECT SCHEDULE: Notice to Proceed was issued on January 24, 2022 and most of paving work has been completed. Remaining miscellaneous work is estimated to be completed in Summer 2022.

PROJECT MAP:
232

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Capital Improvements Project
PROJECT NAME: ADA Transition Plan
PROJECT DESCRIPTION: Program includes preparation and implementation of an ADA Self Evaluation Plan as required under the Americans with Disabilities Act (ADA). Future year funding will support removal of ADA barriers as identified in the Plan. Annual program to provide improvements focusing on ADA accessibility, including curb ramps and sidewalks throughout the City.

PROJECT SCHEDULE: This is an on-going project. Currently, field work to identify ADA barriers on City streets including curb ramps and sidewalks is on hold.

CDBG application has been submitted for funding.
233

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Capital Improvements Project
PROJECT NAME: Traffic Sign Inventory
PROJECT DESCRIPTION: The project will improve roadway safety and traffic through upgrades to existing and/or adding new high-visibility traffic signs.

PROJECT SCHEDULE: Inventory of traffic sign has been completed. Currently, field work to collect reflectivity of signs to meet MUTCD is on-going. 234

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Capital Improvements Project
PROJECT NAME: Archibald Avenue/Limonite Avenue Widening Project PROJECT DESCRIPTION: Street widening and safety project for Archibald Avenue from the City of Ontario limits south of the SCE easement, including the intersection at Limonite Avenue and portions of Limonite Avenue east and west of the intersection. The project looks to improve safety and overall circulation in conjunction with the improvements associated with the Homestead and Merge developments, and Limonite Gap Project. Components of the project include, but are not limited to, coordinating with SCE to relocate SCE high-tension support structures.

PROJECT STATUS: • City approved the proposed design plan from SCE on July 14, 2021. • SCE is procuring materials and submitted encroachment permit application to the City.
• Construction for foundation is expected to begin in fall 2022.

PROJECT MAP:

LIMONITE AVE

ARCHIBALD AVE
235

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Residential Development
PROJECT NAME: Prado (TR 35751)
PROJECT LOCATION: Southeast corner of Schleisman Road and Cucamonga Flood Channel PROJECT DESCRIPTION: Improvements include a development of a gated community of 243 attached and detached single-family homes on approximately 19 acres.

PROJECT STATUS: Improvements have been completed. Project close-out task is remaining before city council accepts the project as complete.

PROJECT MAP:

SCHLEISMAN RD
236

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Residential Development
PROJECT NAME: Pulte (TR 28943)
PROJECT LOCATION: Southeast corner of Limonite Avenue and Scholar Avenue PROJECT DESCRIPTION: Improvements consists of 79 residential units.

PROJECT STATUS: Improvements have been completed.

PROJECT MAP:

LIMONITE AVE

SCHOLAR WAY
237

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Commercial Development
PROJECT NAME: The Merge
PROJECT LOCATION: Northeast corner of Limonite Avenue and Archibald Avenue PROJECT DESCRIPTION: Improvements includes 26 gross acres.

PROJECT STATUS: Onsite and offsite improvements ongoing PROJECT MAP:ARCHIBALD AVE

LIMONITE AVE
238

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Commercial Development
PROJECT NAME: The Ranch by Transwestern
PROJECT NUMBER: PW19-11322
PROJECT LOCATION: East end of Limonite Avenue west of the Cucamonga Creek PROJECT DESCRIPTION: Improvements include 20 gross acres including 2 light industrial warehouses.

PROJECT STATUS: Onsite and offsite improvements ongoing PROJECT MAP:

CUCAMONGA CREEK

HELLMAN AVE
239

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Commercial Development
PROJECT NAME: Homestead
PROJECT NUMBER: PW20-10052
PROJECT LOCATION: Northwest corner of Limonite Avenue and Archibald Avenue PROJECT DESCRIPTION: Improvements include 55.86 gross acres consisting of six industrial buildings
PROJECT STATUS: Onsite and offsite improvements ongoing PROJECT MAP:

LIMONITE AVE

ARCHIBALD AVE
240

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Commercial Development
PROJECT NAME: Vantage Point Church
PROJECT NUMBER: PW15-1174
PROJECT LOCATION: Northeast corner of Archibald Avenue and Prado Basin Park Road PROJECT DESCRIPTION: Improvements include development of an approximately 85,000 sq. ft. church which includes a sanctuary, classrooms, cafe, and a bookstore on 10.43 acres.

PROJECT STATUS: Onsite improvement ongoing
PROJECT MAP:
241

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Commercial Development
PROJECT NAME: Hamner Place
PROJECT NUMBER: PW18-10712
PROJECT LOCATION: East of Hamner Avenue and Schleisman Road PROJECT DESCRIPTION: Improvements include 21.48 gross acres.

PROJECT STATUS: Onsite improvement ongoing
PROJECT MAP:

HAMNER AVE
242

EASTVALE PUBLIC WORKS

PROJECT UPDATES

PROJECT TYPE: Commercial Development
PROJECT NAME: The Campus Business Park
PROJECT NUMBER: PW12-0750
PROJECT LOCATION: West side of Archibald Avenue south of Limonite Avenue PROJECT DESCRIPTION: Improvements includes 53.37 gross acres with 11 development parcels and 6 letter lots.

PROJECT STATUS: Public improvements completed. Project close-out task is remaining before city council accepts the project as complete.

PROJECT MAP:

LIMONITE AVE ARCHIBALD AVE
243
Agency Grant Name Project Name Grant Award Match Due Date Status CalRecycle Rubberized Pavement Grant
TRP 10
Annual Overlay Project $ 203,180.00 $ - 3/1/2022 Under construction as part of the Annual Overlay Project
CTC/
Caltrans
Active Transportation Project Improvement of Bike Network Connectivity
$ 6,471,000.00 $ 1,620,000.00 6/30/2025 Under design
CTC/
Caltrans
Local Partnership Program Limonite Gap Closure Project $ 9,475,000.00 $ - Award construction by December 2022
Grant request has been
approved. Allocation for
construction funds will be
requested in Fall 2022.

CTC/
Caltrans
Active Transportation Project Southeast Eastvale Safe Routes to School Gap Closures
$ 1,420,000.00 $ - Construction in
FY22/23
Grant request has been
approved
Caltrans Highway Safety Improvement
Program (HSIP) Cycle 10
Advanced Dilemma Zone
Detection
$ 712,800.00 $ - Under design
Caltrans Highway Safety Improvement
Program (HSIP) Cycle 10
Retroflective Backplate for
Signals
$ 278,100.00 $ - Under design
CalRecycle Rubberized Pavement Grant
TRP 13
Annual Overlay Project $ 174,999.00 $ - April 1, 2023 Grant request has been approved
RCTC SB821 Bicycle and Pedestrian Safety
Enhancement on Citrus St,
Sumner Ave and River Rd
$ 432,500.00 $ 469,953.00 Under construction as part of the Annual Overlay Project
CAL FIRE Resource Management Grant City of Eastvale Urban Foresty Management
$ 249,925.00 $ 60,024.00 March 30, 2024 Grant request has been approved
National
Endowment
for the Arts
Our Town FY22 Limonite Avenue Roundabout
Sculpture/Art Element
$ 25,000.00 $ 25,000.00 August 2021 Announcement of grant in April 2022

PUBLIC WORKS GRANTS SUMMARY

AWARDED GRANTS

FUTURE GRANTS
244

AGENDA STAFF REPORT
City Council Meeting

CONSENT CALENDAR
Agenda Item No. 11.6
May 25, 2022
City of Eastvale Crime Statistics – March 2022
Prepared By:

Eva Terekhova, Emergency Management Specialist
Recommended Action(s)
Staff recommends that the City Council receive and file the Eastvale Crime Sta s
cs for March
2022.

Summary
The City Council requested staff to collaborate with the Riverside County Sheriff’s Department to develop a crime sta
s
cs document that would reflect selected Part I and Part II crime data for the City of Eastvale. Intended to show month-to-month crime sta s
cs, the document will assist in
determining appropriate staffing levels for law enforcement services.

Background
In May 2017, City Council directed staff to coordinate with the Riverside County Sheriff’s Department to request and obtain monthly crime sta
s
cs for the City of Eastvale. The primary
intent of the request was to determine appropriate staffing levels during the City’s contract nego
a
ons with the Sheriff’s Department. Over several weeks, the city manager and staff worked collabora
vely with Riverside County Sheriff’s Department administra on and management to
obtain crime statistics that could be shared with the public on a regular basis.

Upon receiving the data, the Riverside County Sheriff’s Department advised staff that the data provided would be reflec
ve of the previous month, or thirty days behind the current month; and that the report would need to include a disclaimer identifying the data as preliminary and raw.

At the July 26, 2017 mee
ng, City Council recommended that staff add columns reflec ve of felony
and misdemeanor arrests. During the September 26, 2017 mee ng, City Council recommended staff
add traffic viola
ons/cita
ons data and the total calls for service broken down per month. Crime 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
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245
sta
s
cs that were released in the
me that passed since the last mee
ng of the City Council are
attached.

Environmental
Crime sta
s
cs are not a project pursuant to the California Environmental Quality Act (CEQA) and no environmental review is required.

Strategic Plan Action - Priority Level: N/A | Target #: N/A | Goal #: N/A Not Applicable.

Fiscal Impact
This request has no fiscal impact.

Prior City Council/Commission Action
July 25, 2017: Approved by the Public Safety Commission September 26, 2017: Approved by City Council
Attachment(s)
Attachment - March 2022 Eastvale Crime Statistics
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City of Eastvale
Crime Statistics
March 2022
Violent Crime Statistics

VIOLENT CRIMES
ESTIMATED 2022 POPULATION = 69,929
MAR
2022
CRIME
RATE
PER
1000
MAR
2021
CRIME
RATE
PER
1000
FEB
2022
CRIME
RATE
PER
1000
JAN
2022
CRIME
RATE
PER
1000
DEC
2021
CRIME
RATE
PER
1000
YEAR
TO
DATE
2022
YEAR
TO
DATE
2021
YEAR
END
TOTAL
2020
HOMICIDE 0 0 0 0 0 0 0 0 0 0 0 1 1
RAPE 1 0.01 0 0 1 0.01 1 0.01 0 0 3 2 3
ROBBERY 3 0.04 3 0.04 0 0 4 0.06 3 0.04 7 23 22

AGGRAVATED

ASSAULT
4 0.06 2 0.03 11 0.16 6 0.09 2 0.03 21 51 54
ARSON 0 0 0 0 0 0 0 0 0 0 0 0 2
TOTAL 8 N/A 5 N/A 12 N/A 11 N/A 5 N/A 31 72 82

YEAR POPULATION TOTAL CALLS FOR
SERVICE/FILE #S
2021 67,626 25,104
2020 66,413 23,778
2019 66,078 24,587
2018 64,855 28,383
2017 64,613 32,295
2016 63,214 31,234
LEGEND
 All data is preliminary, pending year end verification by CA-DOJ and FBI.

The numbers presented here are raw statistics based on the information currently in the Records Management System (RMS).
 Source of population data: State of California, Department of Finance  “Total calls for service/file #s generated” encompass ALL call types inclusive of the ones listed and not listed on this chart.
 Year to Date (YTD) is calendar year
TOTAL CALLS FOR SERVICE/FILE #S GENERATED
YEAR: 2022 POPULATION: 69,929 TOTAL YTD: 5,887

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
1,659 2,152 2,076
Non-Violent Crime Statistics

PROPERTY CRIMES
ESTIMATED 2021 POPULATION = 69,929
MAR
2022
CRIME
RATE
PER
1000
MAR
2021
CRIME
RATE
PER
1000
FEB
2022
CRIME
RATE
PER
1000
JAN
2022
CRIME
RATE
PER
1000
DEC
2021
CRIME
RATE
PER
1000
YEAR
TO
DATE
2022

YEAR TO
DATE
2021
YEAR
END
TOTAL
2020
BURGLARY 10 0.14 16 0.24 13 0.12 8 0.12 17 0.25 31 158 127

VEHICLE
THEFT
20 0.29 13 0.19 12 0.19 13 0.19 19 0.28 45 140 140

LARCENY
THEFT
85 1.22 53 0.78 74 0.99 67 0.99 63 0.93 226 601 557
MAIL THEFT 4 0.06 6 0.09 3 0.04 3 0.04 3 0.04 10 69 88
INJURY TCS 3 0.04 10 0.15 7 0.19 13 0.19 9 0.13 23 136 140 FELONY
ARREST
27 0.39 29 0.43 18 0.35 24 0.35 22 0.33 69 227 159

MISDEMEANOR
ARREST
33 0.47 24 0.35 29 0.28 19 0.28 27 0.40 81 243 305

TRAFFIC

CITATIONS
398 5.69 94 1.39 327 4.35 294 4.35 192 2.84 1,019 3,674 3,273 TOTAL 580 N/A 245 N/A 483 N/A 441 N/A 352 N/A 1,504 5,248 4,789 247

AGENDA STAFF REPORT
City Council Meeting

CONSENT CALENDAR
Agenda Item No. 11.7
May 25, 2022
Five-Year Professional Services Agreement with HdL Coren and Cone for Property Tax Management Services
Prepared By:

Amanda Wells, Finance Director/City Treasurer
Recommended Action(s)
Staff recommends that the City Council:

1. Approve a Five-Year Professional Services Agreement with HdL Coren & Cone for Property Tax Management, Information, and Audit Services; and

2. Authorize the City Manager to execute all necessary documents.

Summary
The city contracts with HdL Coren & Cone (HdL) for property tax management, informa0on and audi0ng services. The current HdL Coren & Cone professional services agreement for property tax management services expires on June 30, 2022. In order to ensure the city does not experience a lapse in services a new five year agreement has been negotiated.

Background
Property taxes assessed within the City of Eastvale are collected and distributed by the County of Riverside. HdL provides the city with management, informa0on, and audi0ng services. These services assist the city in ensuring that proper0es within the city are properly valuated and taxes properly distributed to the City of Eastvale. HdL provides local municipali0es access to a unique combination of expert analysis, proprietary software, and continuous support.

Reports & Software
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HdL supplies a variety of reports detailing property, valua0on changes, and appeals date for the en0re city. These reports are used for budge0ng purposes, planning, economic development and public informa0on. Among the reports provided are top 25 property tax payer lis0ngs, bank owned proper0es, foreclosure trending, and property sales ac0vity. Addi0onally, HdL will provide property transfer informa0on that either posi0vely or nega0vely affect the city's property tax revenues; informa0on is provided on a monthly basis. Web-based so@ware provided by HdL allows the city to have access to the city's property tax data, continually updated on a monthly basis.

Budgeting & Forecasting
HdL provides the city with property tax forecas0ng models for both the General Fund and the Fire Fund. The models include one-year and five-year projec0ons for both secured and unsecured property tax and vehicle license fee in lieu revenues, which are based upon property valua0ons.

Without these key forecas0ng models, budge0ng would be more labor intensive for staff.

Considering Fire Fund revenues are composed of 97% property tax and the General Fund property tax revenue is 6% of the tax category (11% prior to the recent sales tax change), property tax makes up a large por0on of the city's tax base. Having the exper0se of HdL for property tax forecas0ng is a key factor in the city's ability to accurately forecast tax revenues.

Auditing Services
HdL Coren & Cone has the technology, methodology and trained staff to analyze all secured parcels within the City to iden0fy costly errors resul0ng in the misalloca0on of property taxes. HdL provides property tax audi0ng services for both secured and unsecured property. Secured property tax refers to real property, including land and the structures aFached directly to the land such as a residen0al home or building. Secured property is unlikely to be moved to avoid payment of taxes. In contrast, unsecured property tax is a tax on moveable and portable property that is not aFached to a permanent loca0on. Both secured and unsecured property tax are ad-valorem taxes, based on the value of the secured or unsecured property.

The company performs an analysis of the Assessor Rolls to iden0fy all parcels on both the secured and unsecured tax rolls and verify that parcel assessed valua0ons and the resul0ng taxes are correctly allocated to the City. This analysis is accomplished through the use of specialized computer so@ware, GIS maps, assessor maps, city maps, city records, other per0nent documents, and field investigations.

Terms
The agreement term will be for an addi0onal five (5) years from July 1, 2022 through June 30, 2027.

Annual base fees are $15,465. An annual CPI inflator, capped at 8% annually, will be applied to the base fee as of July 1st each year. HdL also charges a 20% recovery fee for any misallocated taxes that are identified as belonging to the City of Eastvale.

Environmental
Government fiscal ac0vi0es are not considered a Project as defined by the California Environmental Quality Act (CEQA) and no environmental review is required.

Strategic Plan Action - Priority Level: N/A | Target #: N/A | Goal #: N/A Not applicable.
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249
Fiscal Impact
Budget for this agreement is included annually in the budget process, under General Fund account number 100-210-6485. The annual base charge in year one is $15,465; this amount will increase annually by CPI change for the period of February through February and applied at July 1st each year. The CPI change is capped at 8% annually. Addi0onally, HdL provides property tax recovery services for current and prior tax years. All recovered amounts are assessed a 20% fee; recovered fees are offset by new revenue collec0ons. Budget projec0ons for recovery fees is based upon trend data and is also included annually in the budget process.

Prior City Council/Commission Action
The previous HdL Coren and Cone three-year agreement was approved by City Council on June 12, 2019.

Attachment(s)
Attachment 1 - Agreement
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AGREEMENT FOR SERVICES

PROPERTY TAX SERVICES
This Agreement for Services (“Agreement”) is entered into as of this 25th day of May, 2022 by and between the City of Eastvale, a municipal corporation (“City”) and HdL Coren & Cone a California Corporation (“Contractor”). City and Contractor are sometimes hereinafter individually referred to as “Party” and hereinafter collectively referred to as the “Parties.”

RECITALS
A. City has sought, by direct negotiation the performance of the services defined and described particularly in Section 2 of this Agreement.

B. Contractor, following submission of a proposal for the performance of the services defined and described particularly in Section 2 of this Agreement, was selected by the City to perform those services.

C. The Parties desire to formalize the selection of Contractor for performance of those services defined and described particularly in Section 2 of this Agreement and desire that the terms of that performance be as particularly defined and described herein.

OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained here and other consideration, the value and adequacy of which are hereby acknowledged, the Parties agree as follows:

SECTION 1. TERM OF AGREEMENT.

Subject to the provisions of Section 20 "Termination of Agreement" of this Agreement, the Term of this Agreement is for five years commencing on July 1, 2022, and terminating on June 30, 2027.

SECTION 2. SCOPE OF SERVICES & SCHEDULE OF PERFORMANCE. (a) Scope of Services. Contractor agrees to perform the services set forth in Exhibit “A” “Scope of Services” (hereinafter, the “Services”) and made a part of this Agreement by this reference.

SECTION 3. ADDITIONAL SERVICES.

Contractor shall not be compensated for any work rendered in connection with its performance of this Agreement that are in addition to or outside of the Services unless such additional services are authorized in advance and in writing in accordance with Section 26 “Administration and Implementation” or Section 28 “Amendment” of this Agreement. If and when such additional work is authorized, such additional work shall be deemed to be part of the Services.
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SECTION 4. COMPENSATION AND METHOD OF PAYMENT.
(a) Subject to any limitations set forth in this Agreement, City agrees to pay Contractor the amounts specified in Exhibit “B” “Compensation” and made a part of this Agreement by this reference.
(b) Each quarter Contractor shall furnish to City an original invoice for all work performed and expenses incurred during the preceding month. The invoice shall detail charges by the following categories: labor (by sub-category), travel, materials, equipment, supplies, and subcontractor contracts. Subcontractor charges shall be detailed by the following categories: labor, travel, materials, equipment and supplies. If the compensation set forth in subsection (a) and Exhibit “B” include payment of labor on an hourly basis (as opposed to labor and materials being paid as a lump sum), the labor category in each invoice shall include detailed descriptions of task performed and the amount of time incurred for or allocated to that task. City shall independently review each invoice submitted by the Contractor to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. In the event that no charges or expenses are disputed, the invoice shall be approved and paid according to the terms set forth in subsection (c). In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Contractor for correction and resubmission.
(c) Except as to any charges for work performed or expenses incurred by Contractor which are disputed by City, City will use its best efforts to cause Contractor to be paid within thirty (30) days of receipt of Contractor’s correct and undisputed invoice. (d) Payment to Contractor for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Contractor.

SECTION 5. INSPECTION AND FINAL ACCEPTANCE.

City may inspect and accept or reject any of Contractor’s work under this Agreement, either during performance or when completed. City shall reject or finally accept Contractor’s work within sixty (60) days after submitted to City. City shall reject work by a timely written explanation, otherwise Contractor’s work shall be deemed to have been accepted. City’s acceptance shall be conclusive as to such work except with respect to latent defects, fraud and such gross mistakes as amount to fraud. Acceptance of any of Contractor’s work by City shall not constitute a waiver of any of the provisions of this Agreement including, but not limited to, Section 16 “Indemnification” and Section 17 “Insurance.”
SECTION 6. OWNERSHIP OF DOCUMENTS.

All original maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files and other documents prepared, developed or discovered by Contractor in the course of providing the Services pursuant to this Agreement shall become the sole property of City and may be used, reused or otherwise disposed of by City without the permission of the Contractor. Upon completion, expiration or termination of this Agreement, Contractor shall turn over to City all such original maps, 252
- 3 -
models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files and other documents.

If and to the extent that City utilizes for any purpose not related to this Agreement any maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files or other documents prepared, developed or discovered by Contractor in the course of providing the Services pursuant to this Agreement, Contractor’s guarantees and warranties in Section 9 “Standard of Performance” of this Agreement shall not extend to such use of the maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files or other documents.

All final work product developed by Contractor in the course of providing the Services pursuant to this Agreement shall become the sole property of City and may be used, reused or otherwise disposed of by City without the permission of the Contractor. Upon completion, expiration or termination of this Agreement, Contractor shall turn over to City all such final work product if paid for by the City. This provision specifically excludes Contractors’ work notes and drafts, which are owned by Contractor, not City.

SECTION 7. CONTRACTOR'S BOOKS AND RECORDS.
(a) Contractor shall maintain any and all documents and records demonstrating or relating to Contractor’s performance of the Services. Contractor shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, or other documents or records evidencing or relating to work, services, expenditures and disbursements charged to City pursuant to this Agreement. Any and all such documents or records shall be maintained in accordance with generally accepted accounting principles and shall be sufficiently complete and detailed so as to permit an accurate evaluation of the services provided by Contractor pursuant to this Agreement. Any and all such documents or records shall be maintained for three (3) years from the date of execution of this Agreement and to the extent required by laws relating to audits of public agencies and their expenditures. In accordance with California Government Code Section 8546.7, if the total compensation in Section 4 exceeds ten thousand dollars ($10,000.00), this Agreement and the Contractor's books and records related to this Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of the City, for a period of three (3) years after final payment under the Agreement.
(b) Any and all records or documents required to be maintained pursuant to this section shall be made available for inspection, audit and copying, at any time during regular business hours, upon request by City or its designated representative. Copies of such documents or records shall be provided directly to the City for inspection, audit and copying when it is practical to do so; otherwise, unless an alternative is mutually agreed upon, such documents and records shall be made available at Contractor’s address indicated for receipt of notices in this Agreement.
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(c) Where City has reason to believe that any of the documents or records required to be maintained pursuant to this section may be lost or discarded due to dissolution or termination of Contractor’s business, City may, by written request, require that custody of such documents or records be given to the City. Access to such documents and records shall be granted to City, as well as to its successors-in-interest and authorized representatives.

SECTION 8. INDEPENDENT CONTRACTOR.
(a) Contractor is and shall at all times remain a wholly independent contractor and not an officer, employee or agent of City. Contractor shall have no authority to bind City in any manner, nor to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by City. (b) The personnel performing the Services under this Agreement on behalf of Contractor shall at all times be under Contractor’s exclusive direction and control. Neither City, nor any elected or appointed boards, officers, officials, employees or agents of City, shall have control over the conduct of Contractor or any of Contractor’s officers, employees, or agents except as set forth in this Agreement. Contractor shall not at any time or in any manner represent that Contractor or any of Contractor’s officers, employees, or agents are in any manner officials, officers, employees or agents of City. (c) Neither Contractor , nor any of Contractor’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.

SECTION 9. STANDARD OF PERFORMANCE.

Contractor represents and warrants that it has the qualifications, experience and facilities necessary to properly perform the Services required under this Agreement in a thorough, competent and professional manner. Contractor shall at all times faithfully, competently and to the best of its ability, experience and talent, perform all Services. In meeting its obligations under this Agreement, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to the Services required of Contractor under this Agreement. In addition to the general standards of performance set forth this section, additional specific standards of performance and performance criteria may be set forth in Exhibit “A” “Scope of Work” that shall also be applicable to Contractor’s work under this Agreement. Where there is a conflict between a general and a specific standard of performance or performance criteria, the specific standard or criteria shall prevail over the general.

SECTION 10. COMPLIANCE WITH APPLICABLE LAWS; PERMITS AND LICENSES.

Contractor shall keep itself informed of and comply with all applicable federal, state and local laws, statutes, codes, ordinances, regulations and rules in effect during the term of this Agreement. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the Services set forth in this Agreement. Neither 254
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City, nor any elected or appointed boards, officers, officials, employees or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this section.

SECTION 11. PREVAILING WAGE LAWS
It is the understanding of City and Contractor that California prevailing wage laws do not apply to this Agreement because the Agreement does not involve any of the following services subject to prevailing wage rates pursuant to the California Labor Code or regulations promulgated thereunder: Construction, alteration, demolition, installation, or repair work performed on public buildings, facilities, streets or sewers done under contract and paid for in whole or in part out of public funds. In this context, “construction" includes work performed during the design and preconstruction phases of construction including, but not limited to, inspection and land surveying work.

SECTION 12. NONDISCRIMINATION.

Contractor shall not discriminate, in any way, against any person on the basis of race, color, religious creed, national origin, ancestry, sex, age, physical handicap, medical condition or marital status in connection with or related to the performance of this Agreement.

SECTION 13. UNAUTHORIZED ALIENS.

Contractor hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C.A. §§ 1101, et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Contractor so employ such unauthorized aliens for the performance of the Services, and should the any liability or sanctions be imposed against City for such use of unauthorized aliens, Contractor hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys' fees, incurred by City.

SECTION 14. CONFLICTS OF INTEREST.
(a) Contractor covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Contractor’s performance of the Services. Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the City Manager. Contractor agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement. (b) City understands and acknowledges that Contractor is, as of the date of execution of this Agreement, independently involved in the performance of non-related services for other governmental agencies and private parties. Contractor is unaware of any stated position of City relative to such projects. Any future position of City on such projects shall not be considered a conflict of interest for purposes of this section. 255
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(c) City understands and acknowledges that Contractor will perform nonrelated services for other governmental agencies and private Parties following the completion of the Services under this Agreement. Any such future service shall not be considered a conflict of interest for purposes of this section.

SECTION 15. CONFIDENTIAL INFORMATION; RELEASE OF INFORMATION. (a) All information gained or work product produced by Contractor in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Contractor. Contractor shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the City Manager, except as may be required by law.
(b) Contractor, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the City Manager or unless requested by the City Attorney of City, voluntarily provide declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered "voluntary" provided Contractor gives City notice of such court order or subpoena.
(c) If Contractor, or any officer, employee, agent or subcontractor of Contractor, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Contractor for any damages, costs and fees, including attorney's fees, caused by or incurred as a result of Contractor’s conduct.

Contractor shall promptly notify City should Contractor, its officers, employees, agents or subcontractors, be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed thereunder. City retains the right, but has no obligation, to represent Contractor or be present at any deposition, hearing or similar proceeding. Contractor agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Contractor. However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response. Contractor shall not be held criminally or civilly liable under any Federal or State trade secret law for the disclosure of a trade secret that is made in confidence to a Federal, State, or local government official or to an attorney solely for the purpose of reporting or investigating a suspected violation of law or for the disclosure of a trade secret that is made in a complaint or other document filed in a lawsuit or other proceeding, if such filing is made under seal.

SECTION 16. INDEMNIFICATION.
(a) Indemnification for Professional Liability. Where the law establishes a professional standard of care for Contractor’s services, to the fullest extent permitted by 256
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law, Contractor shall indemnify, protect, defend and hold harmless City and any and all of its officials, employees and agents (“Indemnified Parties”) from and against any and all liability (including liability for claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged or threatened, including attorneys’ fees and costs, court costs, interest, defense costs, and expert witness fees) arise out of, are a consequence of, or are in any way attributable to, in whole or in part, any negligent or wrongful act, error or omission of Contractor, or by any individual or entity for which Contractor is legally liable, including but not limited to officers, agents, employees or subcontractors of Contractor, in the performance of professional services under this Agreement. (b) Indemnification for Other than Professional Liability. Other than in the performance of professional services and to the full extent permitted by law, Contractor shall indemnify, protect, defend and hold harmless City, and any and all of its employees, officials and agents from and against any liability (including liability for claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged or threatened, including attorneys’ fees and costs, court costs, interest, defense costs, and expert witness fees), where the same arise out of, are a consequence of, or are in any way attributable to, in whole or in part, the performance of this Agreement by Contractor, or by any individual or entity for which Contractor is legally liable, including but not limited to officers, agents, employees or subcontractors of Contractor.
(c) Indemnification from Subcontractors. Contractor agrees to obtain executed indemnity agreements with provisions identical to those set forth in this section from each and every subcontractor or any other person or entity involved by, for, with or on behalf of Contractor in the performance of this Agreement naming the Indemnified Parties as additional indemnitees. In the event Contractor fails to obtain such indemnity obligations from others as required herein, Contractor agrees to be fully responsible according to the terms of this section. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth herein is binding on the successors, assigns or heirs of Contractor and shall survive the termination of this Agreement or this section.
(d) City’s Negligence. The provisions of this section do not apply to claims occurring as a result of City’s sole negligence. The provisions of this section shall not release City from liability arising from gross negligence or willful acts or omissions of City or any and all of its officials, employees and agents.

SECTION 17. INSURANCE.

Contractor agrees to obtain and maintain in full force and effect during the term of this Agreement the insurance policies set forth in Exhibit “C” “Insurance” and made a part of this Agreement. All insurance policies shall be subject to approval by City as to form and content. These requirements are subject to amendment or waiver if so approved in writing by the City Manager. Contractor agrees to provide City with copies of required policies upon request.
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SECTION 18. ASSIGNMENT.

The expertise and experience of Contractor are material considerations for this Agreement. City has an interest in the qualifications and capability of the persons and entities who will fulfill the duties and obligations imposed upon Contractor under this Agreement. In recognition of that interest, Contractor shall not assign or transfer this Agreement or any portion of this Agreement or the performance of any of Contractor’s duties or obligations under this Agreement without the prior written consent of the City.

Any attempted assignment shall be ineffective, null and void, and shall constitute a material breach of this Agreement entitling City to any and all remedies at law or in equity, including termination of this Agreement pursuant to Section 20 “Termination of Agreement.” City acknowledges, however, that Contractor, in the performance of its duties pursuant to this Agreement, may utilize subcontractors.

SECTION 19. CONTINUITY OF PERSONNEL.

Contractor shall make every reasonable effort to maintain the stability and continuity of Contractor’s staff and subcontractors, if any, assigned to perform the Services. Contractor shall notify City of any changes in Contractor’s staff and subcontractors, if any, assigned to perform the Services prior to and during any such performance.

SECTION 20. TERMINATION OF AGREEMENT.
(a) City may terminate this Agreement, with or without cause, at any time by giving thirty (30) days written notice of termination to Contractor. In the event such notice is given, Contractor shall cease immediately all work in progress. (b) Contractor may terminate this Agreement for cause at any time upon thirty (30) days written notice of termination to City.
(c) If either Contractor or City fail to perform any material obligation under this Agreement, then, in addition to any other remedies, either Contractor, or City may terminate this Agreement immediately upon written notice. (d) Upon termination of this Agreement by either Contractor or City, all property belonging exclusively to City which is in Contractor’s possession shall be returned to City.

Contractor shall furnish to City a final invoice for work performed and expenses incurred by Contractor, prepared as set forth in Section 4 “Compensation and Method of Payment” of this Agreement. This final invoice shall be reviewed and paid in the same manner as set forth in Section 4 “Compensation and Method of Payment” of this Agreement.

SECTION 21. DEFAULT.

In the event that Contractor is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Contractor for any work performed after the date of default. Instead, the City may give notice to Contractor of the default and the reasons for the default. The notice shall include the timeframe in which Contractor may cure the default. This timeframe is presumptively thirty (30) days, 258
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but may be extended, though not reduced, if circumstances warrant. During the period of time that Contractor is in default, the City shall hold all invoices and shall, when the default is cured, proceed with payment on the invoices. In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Contractor does not cure the default, the City may take necessary steps to terminate this Agreement under Section 20 “Termination of Agreement.” Any failure on the part of the City to give notice of the Contractor’s default shall not be deemed to result in a waiver of the City’s legal rights or any rights arising out of any provision of this Agreement.

SECTION 22. EXCUSABLE DELAYS.

Contractor shall not be liable for damages, including liquidated damages, if any, caused by delay in performance or failure to perform due to causes beyond the control of Contractor. Such causes include, but are not limited to, acts of God, acts of the public enemy, acts of federal, state or local governments, acts of City, court orders, fires, floods, epidemics, strikes, embargoes, and unusually severe weather. The term and price of this Agreement shall be equitably adjusted for any delays due to such causes.

SECTION 23. COOPERATION BY CITY.

All public information, data, reports, records, and maps as are existing and available to City as public records, and which are necessary for carrying out the Services shall be furnished to Contractor in every reasonable way to facilitate, without undue delay, the Services to be performed under this Agreement.

SECTION 24. NOTICES.

All notices required or permitted to be given under this Agreement shall be in writing and shall be personally delivered, or sent by certified mail, postage prepaid and return receipt requested, addressed as follows:

To City: City of Eastvale
Attn: Amanda Wells, Finance Director
12363 Limonite Ave., Suite 910
Eastvale, CA 91752
To Contractor: HdL Coren & Cone
Attn: Paula Cone, President
120 S. State College Blvd, Suite 200
Brea, CA 92821
Notice shall be deemed effective on the date personally delivered or, if mailed, three (3) days after deposit of the same in the custody of the United States Postal Service.

SECTION 25. AUTHORITY TO EXECUTE.
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Each of the signatories hereto represents and warrants that he or she is competent and authorized to enter into this Agreement on behalf of the Party for whom he or she purports to sign. Each Party hereto agrees to defend, indemnify, and hold harmless the other Parties hereto against all claims, suits, actions, and demands, including necessary expenses of investigation and reasonable attorneys' fees and costs, arising out of claims that its signatory was not competent or so authorized to execute this Agreement.

SECTION 26. ADMINISTRATION AND IMPLEMENTATION.

This Agreement shall be administered and executed by the City Manager or his or her designated representative. The City Manager shall have the authority to issue interpretations and to make amendments to this Agreement, including amendments that commit additional funds, consistent with Section 28 “Amendment” and the City Manager’s contracting authority under the Eastvale Municipal Code.

SECTION 27. BINDING EFFECT.

This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the Parties.

SECTION 28. AMENDMENT.

No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Contractor and by the City. The City Manager shall have the authority to approve any amendment to this Agreement if the total compensation under this Agreement, as amended, would not exceed the City Manager’s contracting authority under the Eastvale Municipal Code. The Parties agree that the requirement for written modifications cannot be waived and that any attempted waiver shall be void. The City’s City Manager may, but is not required to, make minor amendments not affecting substantive terms without further authorization from the City Council. The City Council hereby authorizes the City Manager to execute any such amendments as required by this Agreement or that do not otherwise reduce City’s rights under this Agreement. All other amendments shall be approved by the City Council.

SECTION 29. WAIVER.

Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision nor a waiver of any subsequent breach or violation of any provision of this Agreement. Acceptance by City of any work or services by Contractor shall not constitute a waiver of any of the provisions of this Agreement.

SECTION 30. LAW TO GOVERN; VENUE.

This Agreement shall be interpreted, construed and governed according to the laws of the State of California. In the event of litigation between the Parties, venue in state trial courts shall lie exclusively in the County of Riverside, California. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of 260
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California, in Riverside.

SECTION 31. ATTORNEYS FEES, COSTS AND EXPENSES.

In the event litigation or other proceeding is required to enforce or interpret any provision of this Agreement, the prevailing Party in such litigation or other proceeding shall be entitled to an award of reasonable attorney's fees, costs and expenses, in addition to any other relief to which it may be entitled.

SECTION 32. ENTIRE AGREEMENT.

This Agreement, including the attached Exhibits "A" through "C", is the entire, complete, final and exclusive expression of the Parties with respect to the matters addressed therein and supersedes all other agreements or understandings, whether oral or written, or entered into between Contractor and City prior to the execution of this Agreement. No statements, representations or other agreements, whether oral or written, made by any Party which are not embodied herein shall be valid and binding.

SECTION 33. SEVERABILITY.

If any term, condition or covenant of this Agreement is declared or determined by any court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions of this Agreement shall not be affected thereby and the Agreement shall be read and construed without the invalid, void or unenforceable provision(s).

SECTION 34. CONFLICTING TERMS.

Except as otherwise stated herein, if the terms of this Agreement conflict with the terms of any Exhibit hereto, or with the terms of any document incorporated by reference into this Agreement, the terms of this Agreement shall control.

IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first-above written.

CITY OF EASTVALE
___________________________
Henry Garcia
Interim City Manager
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ATTEST:
___________________________
Marc Donohue
City Clerk

APPROVED AS TO FORM
_______________________________
Erica Vega
City Attorney

HDL COREN & CONE
___________________________
David Schey
Secretary
NOTE: CONTRACTOR’S SIGNATURES SHALL BE DULY NOTARIZED, AND

APPROPRIATE ATTESTATIONS SHALL BE INCLUDED AS MAY BE

REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR
OTHER RULES OR REGULATIONS APPLICABLE TO CONTRACTOR’S
BUSINESS ENTITY. CORPORATIONS AND LLCS MUST SUBMIT

DOCUMENTATION SHOWING THAT THE INDIVIDUAL SIGNING ON ITS BEHALF HAS THE AUTHORITY TO EXECUTE THIS CONTRACT.
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EXHIBIT "A"

SCOPE OF SERVICES

PROPERTY TAX MANANGEMENT, INFORMATION AND AUDIT SERVICES Services provided include property tax management service, secured and unsecured parcel audits, assessment district processing, budget projections, Successor Agency support, and bond fiscal analysis.

Reports and Management Analyses (1)
The company will provide the following reports. Reports are also available from prior years if required.
• A five-year history of the values within the city, successor agency and custom (city defined) geographic area;
• A listing of the largest value changes, positive and negative between tax years; • A listing of the major property owners, including the assessed value of their property and property use code designation;
• A listing of the major property taxpayers, including an estimate of the property taxes;
• A listing of property tax transfers which occurred since the lien date ordered by month;
• A multiple year comparison of growth by use code designation over a 10-year period;
• Calculate an estimate of property tax revenue anticipated to be received for the fiscal year based upon the initial information provided by the County and subject to modification. This report is interactive for tax modeling. This estimate shall not be used to secure the indebtedness of the City. • Property sales information, and Proposition 8 exposure and recapturing potential • Budget forecasting model for 1 and 5-year projections for General Fund, Fire Fund, and VLF In Lieu Revenues.
(1) Reports are based upon property tax information obtained from your county and supplemented by additional information from third parties. Some reports are dependent upon the availability of county data in electronic format.

Monthly/Quarterly Reports and System Updates
• A listing of property tax appeals filed on properties in the City where data is available for purchase from the Clerk of the Board.
• A listing of property transfers that have occurred since the last report will be available through the software provided and updated on a monthly basis.

Web-Based Software
• The HdLCC provides a web-based software application to clients as a userfriendly tool to access the City’s property tax data. HdLCC provides updates 263
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to the data portion of the product on monthly basis to reflect changes in ownership, updated appeals filings, and deed recordings. • As modifications and enhancements are made to the program, clients receive the enhanced version of the software at no additional cost. Training will be provided to city staff within the first two months after the execution of the agreement for property tax management and audit services and is available annually for new staff members or staff requiring a refresher course. If additional training sessions are required, the fees in the compensation section under hourly fees will be charged.

Identification and Correction of Errors
HdL Coren & Cone has the technology, methodology and trained staff to analyze all secured parcels within the City to identify costly errors resulting in the misallocation of property taxes.

The company audits the secured and unsecured property tax rolls to ensure that each is coded to the appropriate taxing entity. The company performs an analysis of the Assessor Rolls to identify all parcels on both the secured and unsecured tax rolls and verify that parcel assessed valuations and the resulting taxes are correctly allocated to the City. This analysis is accomplished through the use of specialized computer software, GIS maps, assessor maps, city maps, city records, other pertinent documents, and field investigations.
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EXHIBIT "B"

COMPENSATION
Fee for Services
CONTRACTOR shall provide the Base Services described above in the scope of services, for a fixed annual fee of $15,465 (invoiced quarterly). City further agrees to pay Contractor a one-time payment of 20% of property tax revenue recovered for the City for prior and current tax years.

The Base Fixed Fee shall be adjusted annually on July 1st by the California Consumer Price Index (CCPI) for all items as determined by the California Department of Industrial Relations as measured February to February by the California All Urban Consumers index. The CPI adjustment shall be capped annually at 8%. For example, if the actual CPI Change is 3.0%, then the annual increase will be 3.0%. If the actual CPI Change is 10%, then the annual increase will be 8%.

Fees for Optional Services shall be billed at the following hourly rates:

Partner $250 per hour
Principal $225 per hour
Programmer $200 per hour
Associate $175 per hour
Senior Analyst $125 per hour
Analyst $ 90 per hour
Administrative $ 70 per hour
Hourly rates are exclusive of expenses and are subject to adjustment by CONTRACTOR annually. On July 1st of each year CONTRACTOR shall provide CITY with an updated schedule of hourly rates. The rates will not be increased by more than five percent (5%) per year.
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EXHIBIT "C"

INSURANCE
A. Insurance Requirements. Contractor shall provide and maintain insurance, acceptable to the City, in full force and effect throughout the term of this Agreement, against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Services by Contractor, its agents, representatives or employees. Insurance is to be placed with insurers with a current A.M.

Best's rating of no less than A:VII.

Contractor shall provide the following scope and limits of insurance:

1. Minimum Scope of Insurance. Coverage shall be at least as broad as:
(1) Commercial General Liability. Insurance Services Office form Commercial General Liability coverage (Occurrence Form CG 0001). (2) Automobile. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, including code 1 "any auto" and endorsement CA 0025, or equivalent forms subject to the written approval of the City. (3) Workers’ Compensation. Workers' Compensation insurance as required by the Labor Code of State of California covering all persons providing Services on behalf of the Contractor and all risks to such persons under this Agreement. (4) Professional Liability. Professional liability insurance appropriate to the Contractor’s profession. This coverage may be written on a “claims made” basis, and must include coverage for contractual liability. The professional liability insurance required by this Agreement must be endorsed to be applicable to claims based upon, arising out of or related to Services performed under this Agreement. The insurance must be maintained for at least three (3) consecutive years following the completion of Contractor’s services or the termination of this Agreement. During this additional three (3) year period, Contractor shall annually and upon request of the City submit written evidence of this continuous coverage.

2. Minimum Limits of Insurance. Contractor shall maintain limits of insurance no less than:
(1) Commercial General Liability. $1,000,000 general aggregate for bodily injury, personal injury and property damage. (2) Automobile. $1,000,000 per accident for bodily injury and property damage. A combined single limit policy with aggregate limits in an amount of 266
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not less than $2,000,000 shall be considered equivalent to the said required minimum limits set forth above.
(3) Workers' Compensation. Workers' Compensation as required by the Labor Code of the State of California of not less than $1,000,000 per occurrence. (4) Professional Liability. $1,000,000 per occurrence.

B. Other Provisions. Insurance policies required by this Agreement shall contain the following provisions:

1. All Policies. Each insurance policy required by this Agreement shall be endorsed and state the coverage shall not be suspended, voided, cancelled by the insurer or either Party to this Agreement, reduced in coverage or in limits except after 30 days' prior written notice by certified mail, return receipt requested, has been given to City.

2. Commercial General Liability and Automobile Liability Coverages. (1) City, and its respective elected and appointed officers, officials, and employees and volunteers are to be covered as additional insureds as respects: liability arising out of activities Contractor performs; products and completed operations of Contractor; premises owned, occupied or used by Contractor; or automobiles owned, leased, hired or borrowed by Contractor. The coverage shall contain no special limitations on the scope of protection afforded to City, and their respective elected and appointed officers, officials, or employees. (2) Contractor’s insurance coverage shall be primary insurance with respect to City, and its respective elected and appointed, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by City, and its respective elected and appointed officers, officials, employees or volunteers, shall apply in excess of, and not contribute with, Contractor’s insurance. (3) Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.
(4) Any failure to comply with the reporting or other provisions of the insurance policies, including breaches of warranties, shall not affect coverage provided to City, and its respective elected and appointed officers, officials, employees or volunteers.

3. Workers' Compensation Coverage. Unless the City Manager otherwise agrees in writing, the insurer shall agree to waive all rights of subrogation 267
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against City, and its respective elected and appointed officers, officials, employees and agents for losses arising from work performed by Contractor.

C. Other Requirements. Contractor agrees to deposit with City, at or before the effective date of this Agreement, certificates of insurance necessary to satisfy City that the insurance provisions of this contract have been complied with. The City may require that Contractor furnish City with copies of original endorsements effecting coverage required by this Exhibit “C”. The certificates and endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. City reserves the right to inspect complete, certified copies of all required insurance policies, at any time.

1. Contractor shall furnish certificates and endorsements from each subcontractor identical to those Contractor provides.

2. Any deductibles or self-insured retentions must be declared to and approved by City. At the option of City, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects City or its respective elected or appointed officers, officials, employees and volunteers, or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration, defense expenses and claims.

3. The procuring of such required policy or policies of insurance shall not be construed to limit Contractor’s liability hereunder nor to fulfill the indemnification provisions and requirements of this Agreement.
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AGENDA STAFF REPORT
City Council Meeting

CONSENT CALENDAR
Agenda Item No. 11.8
May 25, 2022
Acceptance of Public Improvements of Tract 28943, Pulte Homes Corp- Southern California - Southeast corner Limonite and Scholar Prepared By:

Jimmy Chung, City Engineer
Recommended Action(s)
Staff recommends that the City Council adopt Resoluon 22-XX, accepng as complete the Public Improvements for Tract 28943 (Cloverdale Estates PW18-10482).

Summary
Pulte Home Company, LLC. entered into a Subdivision Improvement Agreement with the City of Eastvale, on June 12, 2019 for Tract 28943. The City’s Public Works staff completed inspecons of the public improvements and is recommending that improvements be accepted at this me. The public improvements include but are not limited to, asphalt pavement, curb, gu4er, sidewalk, landscaping, street lights, utilities and other drainage facilities.

Background
Pulte Home Company, LLC, completed the project in 2021 and worked with Public Works staff on the items necessary for project closeout. Adionally, Pulte provided a final catch basin cleaning at the beginning of April 2022 prior to Public Works final inspecon. Public Works staff completed their final inspecon April 18, 2022, and found all improvements meet the City standards. The public improvements include but are not limited to, asphalt pavement, curb, gu4er, sidewalk, landscaping, street lights, utilities and other drainage facilities.

Upon acceptance, the improvements will automacally enter into a one-year warranty period as required by the Subdivision Improvement Agreement. The City of Eastvale (security holder) will exonerate the remaining improvement securies related to this project in accordance with the 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
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Subdivision Improvement Agreement as follows, provided that the developer pays any outstanding accounts receivable prior to Council acceptance:

Tract 28943
Security to be
Exonerated
Amount Time of Release Date
Faithful Performance
Security
$2,244,850 After Council Acceptance May 25, 2022
Labor & Material
(Payment) Security
$1,181,500
180 Days After Council Acceptance
provided no claims have been filed.

November 25,
2022
Warranty Security $ 118,150
365 Days after Council Acceptance;
provided that all warranty issues are
satisfied.

May 25, 2023
Environmental
Tract 28943 was previously evaluated in accordance with the California Environmental Quality Act (CEQA). This tract has been constructed and the improvements associated with Tract 28943 do not require any additional environmental analysis or determination.

Strategic Plan Action - Priority Level: 1A | Target #: 3 | Goal #: 3 Create value-added development.

Fiscal Impact
This project was funded from PW 18-10482 developer's deposit account.

There is no fiscal impact at this time. Long term maintenance of the streets and appurtenances is the City’s obligation and funding from Special Revenue Funds, such as Measure A or Gas Tax, will be used to meet this obligation.

Prior City Council/Commission Action
On June 12, 2019, City Council approved the Subdivision Improvement Agreement for Tract 28943 On May 25, 2011, City Council approved a lien agreement in lieu of a Subdivision Improvement Agreement.

Attachment(s)
Attachment 1 - Vicinity Map.docx
Attachment 2 - Resolution
12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
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Vicinity Map
TR28943 Project Site
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RESOLUTION NO. 22-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EASTVALE, CALIFORNIA, ACCEPTING THE SUBDIVISION IMPROVEMENTS FOR PROJECT 12-0679 (TRACT 28943) PULTE HOMES COMPANY, LLC WITHIN THE CLOVERDALE COMMUNITY WHEREAS, Pulte Homes Company, LLC, proposed a development of Tract 28943 which included, in part, the construction of public improvements; and WHEREAS, in October 2007, the Riverside County Board of Supervisors approved the final map for Tract 28943 and had not accepted the public improvements; and WHEREAS, upon incorporation, Tract 31476 is located within the City of Eastvale; and
WHEREAS, Pulte Homes Company, LLC completed the public improvements and the City is ready to accept the improvements; and
THEREFORE BE IT RESOLVED AND ORDERED that the City Council of the City of Eastvale hereby accepts the completed required public improvements subject to the conditions of the Subdivision Improvement Agreements for the following project:
 Tract 28943, Pulte Homes Company
BE IT FURTHER RESOLVED AND ORDERED that the City Council of the City of Eastvale, hereby directs staff to file a Notice of Completion for said improvement PASSED, APPROVED AND ADOPTED this 25th day of May, 2022. __________________________________________
Clint Lorimore
Mayor
APPROVED AS TO FORM: ATTEST:
__________________________________________ __________________________________________ Erica Vega Marc A. Donohue, MMC
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STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE) §

CITY OF EASTVALE )

I, Marc A. Donohue, City Clerk/Communications Director of the City of Eastvale, California, do hereby certify that the foregoing City Council Resolution No. 22-XX, was duly adopted by the City Council of the City of Eastvale, California, at a meeting held on the 25th day of May 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________________________
Marc A. Donohue, MMC
City Clerk/Communications Director
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AGENDA STAFF REPORT
City Council Meeting

CONSENT CALENDAR
Agenda Item No. 11.9
May 25, 2022
Approval of the Reimbursement Agreement between the City and Developer to Install Enhanced Landscaping for the Amount of $41,562 at the Transwestern Project
Prepared By:

Cassandra Sanchez, Principal Engineer
Recommended Action(s)
Staff recommends that City Council approve a reimbursement agreement between the City and the Developer to buy and install enhanced landscaping along the frontage of the Transwestern project in the amount of $41,562
Summary
During the installa'on of the off-site improvements for Transwestern, the City desired an opportunity to make improvements along the City's arterial roadways. The City is working with the Developer to install enhanced landscaping along Limonite at the Transwestern Project frontage.

Background
Landscaping and ligh'ng plans for the Transwestern property were approved on December 16, 2020. Since that 'me, the City endeavored to improve the landscaping along arterial roads when the opportunity arose to brand the City of Eastvale by bringing enhanced landscaping to public areas.

The frontage along the Transwestern project is one such opportunity to include addi'onal trees within the median and along the sidewalk for shade. These improvements will contribute to the overall visual impact of Limonite and complement the Limonite Gap project as it moves forward.

The City provided the a/ached reimbursement agreement (See A/achment No. 1) which the Developer has agreed to execute. The Developer has been working with the City and covered 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 | eastvaleca.gov
274
$16,000 in costs associated with the enhanced landscaping, as well as paying for all of the landscaping upfront prior to the reimbursement in a show of good faith.

The construc'on is es'mated to cost $41,562, and the staff has reviewed and approved the es'mated construc'on costs. The invoices (See A/achment No. 3) are the total costs associated with the landscaping, including the $16,000 paid for by the Developer.

Environmental
The ac'vi'es associated with this agreement were previously analyzed and approved in the Environmental Impact Report (EIR) . The proposed enhanced landscaping is consistent with the original analysis and further documenta'on for the purposes of the California Environmental Quality Act is not required.

Strategic Plan Action - Priority Level: 2 | Target #: 2 | Goal #: 4 Develop branding and identity of Eastvale.

Fiscal Impact
The cost of the proposed improvement addressed by the reimbursement agreement is $41,562. The City will reimburse the Developer per the terms of the agreement, once an invoice is submi/ed, using Account No. 200-510-6660-94010 (Gas Tax), Capital Improvement Project No. 94010, Citywide Branding: Entryway and Median Improvements.

Prior City Council/Commission Action
On December 8, 2021, City Council approved the Transwestern Project Final Map (Parcel 37635).

On June 17, 2020, the Planning Commission voted to approve an amendment to the Tenta've Parcel Map No. 37625, recommending that the City Council approve the project.

On December 19, 2018, the Planning Commission approved Tenta've Parcel Map No. 37625 to subdivide the project site into 3 parcels and a street, subject to conditions of approval.

Attachment(s)
Attachment 1 - Reimbursement Agreement
Attachment 2 - Site Map
Attachment 3a- Invoice for Added Trees
Attachment 3b- Invoice for Additional enhancements
12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 | eastvaleca.gov
275

REIMBURSEMENT AGREEMENT
This Reimbursement Agreement (“Agreement”) is made and entered into as of April 13, 2022, by and between the CITY OF EASTVALE, an incorporated municipality and California general law city (hereinafter, “City"), and TDC Remington Partners, LLC, a Delaware Limited Liability Company (hereinafter, “Developer”). The City and Developer may collectively be referred to as the “Parties.”

RECITALS
WHEREAS, the Developer is constructing the Transwestern development along Limonite, westerly of Cucamonga Creek (Tract Map No. 36735)
WHEREAS, the City requested the Developer construct additional landscape improvements on Limonite along the frontage of the project shown in Exhibit A (“Enhanced Landscape”).

WHEREAS, the City desires to reimburse Developer for the costs it incurred in purchasing and installing the Enhanced Landscape as part of the off-site improvements.

WHEREAS, the purpose of this Agreement to memorialize between the City and Developer regarding the reimbursement of costs associated with the Enhanced Landscaping along the frontage of Transwestern Project.

NOW, THEREFORE, in consideration of the above recited premises, together with the mutual covenants herein contained and attached hereto, it is agreed that:

AGREEMENT

1. RECITALS
The Parties agree that the above recitals are true and correct and are incorporated into this Agreement by reference.

2. REIMBURSEMENT OBLIGATION
Within 90 days after the City accepts the Enhanced Landscape, Developer shall submit to City an invoice detailing the work performed in conjunction with the Enhanced Landscape and the costs thereof, including a breakdown of labor and materials. The City shall pay all undisputed amounts within 30 days of receipt of the invoice, but not to exceed $41,562 for the Enhanced Landscape Costs as shown in Exhibit B. Receipt and acceptance of payment by Developer pursuant to this Agreement shall constitute full and final compensation from the City for all work performed by Developer, or its contractors related to the Enhanced Landscape. Developer shall not seek any other reimbursement from City related to the landscape improvements.
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3. PREVAILING WAGE
Developer acknowledges and agrees that the construction of the Enhanced Landscape is subject to prevailing wage rates as provided in Labor Code Section 1720, ct seq. (“State Labor Code”). Developer warrants that it will comply and cause its contractor to comply with all applicable State Labor Code requirements, including provisions requiring the payment of prevailing wages in connection with the installation of the Enhanced Landscape.

Developer shall defend (with counsel reasonably acceptable to City) indemnify and hold harmless City and its elected officials, officers, agents, employees and contractors (collectively, “City Parties”) from and against any and all claims made by a third party or parties arising out of Developer’s obligation to comply with all State Labor Code and, if applicable, Davis-Bacon requirements pertaining to public works and payment of prevailing wages in connection with the construction of the Enhanced Landscape, as required pursuant to the immediately preceding paragraph, and indemnify and hold harmless City and City Parties with respect to all liabilities, costs and damages in connection therewith (including attorneys’ fees and costs), including final judgments or settlements in actions brought by any “contractor” in which City is(i) determined to be an “awarding body” and (ii) damages are awarded, pursuant to Labor Code Sections 1726 or 1781 or applicable portions of Davis-Bacon. Developer’s indemnity obligations under this Section shall survive expiration or termination of this Agreement.

Developer hereby waives and release City and City Parties from any and all manner of claims or other compensation whatsoever, in law or equity, arising out of, directly or indirectly, or in any way connected with Developer’s obligation to comply with all State Labor Code and, if applicable, Davis-Bacon requirements in connection with the constriction of the Enhanced Landscape.

5. INDEMNIFICATION
Developer agrees to indemnify, defend, save, and hold harmless the City and its respective officers, agents, servants and employees, of and from any liabilities, claims, demands, suits, action and cause of action arising out of or in any manner connected with any act or omission of Developer in connection with Developer’s duties and obligations under this Agreement.

6. DEVELOPER AS A PRIVATE DEVELOPER AND INDEPENDENT CONTRACTOR Developer is and shall at all times remain a wholly independent contractor and not an officer, employee or agent of City. Developer shall have no authority to bind City in any manner, nor to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise.

The personnel performing the work under this Agreement on behalf of Developer shall at 277

all times be under Developer’s exclusive direction and control. Neither City, nor any elected or appointed boards, officers, officials, employees or agents of City, shall have control over the conduct of Developer or any of Developer’s personnel. Developer shall not at any time or in any manner represent that Developer or any of Developer’s personnel are in any manner officials, officers, or employees of City.

Neither Developer, nor any of Developer’s personnel shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees.

Developer expressly waives any claim Developer, its officers, employees, agents or subcontractors, may have to any such rights. Developer’s indemnity obligations of this Agreement include the obligation to indemnify the City from and against any liability that may arise related to claims that Developer, its officers, employees, agents or subcontractors, are entitled to retirement, health care or any other benefits that accrue to City employees.

This provision shall survive the expiration or earlier termination of this Agreement.

4. NOTICES
All notices under this Agreement shall be sent as follows:

Developer: Transwestern Development Company
3501 Jamboree Road, Suite 4400
Newport Beach, CA 92660
Attn:

Eastvale: City of Eastvale
12363 Limonite Avenue, Suite 910
Eastvale, CA 91752
Attn: Henry Garcia

5. ENTIRE AGREEMENT
This Agreement constitutes the entire agreement of the Parties with respect to the matters set forth herein. Any amendments, modifications, or changes to this Agreement shall be in writing and signed by both Parties.

6. SEVERABILITY
If any provision of this Agreement or the application of any such provision shall be held by a court of competent jurisdiction to be invalid, void or unenforceable to any extent, the remaining provisions of this Agreement and the application thereof shall remain in full force and effect and shall not be affected, impaired or invalidated.

7. JURISDICTION
This Agreement shall be administered and interpreted under the laws of the State of California. Jurisdiction and venue of litigation arising from this Agreement shall be in the 278

County of Riverside, State of California.

8. INTERPRETATION
As used in this Agreement, masculine, feminine or neuter gender and the singular or plural number shall each be deemed to include the others where and when the context so dictates.

The word “including” shall be construed as if followed by the words “without limitation.” This Agreement is the product of negotiations between the parties, and it shall not be construed as if it had been prepared by one of the parties, but rather as if all of the parties prepared the Agreement. Any rule of construction, to the effect that ambiguities are to be resolved against the drafting party, shall not apply in interpreting this Agreement.

9. AUTHORITY
Each person executing this Agreement covenants and warrants that they are duly and validly authorized to do so.

10. COUNTERPARTS

This Agreement may be executed in counterparts, each of which shall be deemed an original.

11. ATTORNEYS’ FEES
If any legal action is brought by either Party to interpret or enforce any terms or provisions of this Agreement, the prevailing Party shall be entitled to its reasonable attorneys’ fees and costs.

12. INSURANCE
Developer agrees to obtain and maintain in full force and effect during the term of this Agreement the insurance policies set forth in Exhibit “C” “Insurance” and made a part of this Agreement. All insurance policies shall be subject to approval by City as to form and content. These requirements are subject to amendment or waiver if so approved in writing by the City Manager. Developer agrees to provide City with copies of required policies upon request.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement.

CITY OF EASTVALE DEVELOPER
By: By:

Henry Garcia, Interim City Manager Title

279

Dated: Dated:

APPROVED AS TO FORM:

Erica Vega, City Attorney
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EXHIBIT “A”

EXHIBIT OF ENHANCED LANDSCAPE
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SEE ARCHITECTURAL PLANS FOR PAVERS

SEE ARCHITECTURAL PLANS FOR PAVERS
Clj

SEE ARCHITECTURAL

SEE ARCHITECTURAL PLANS FOR PAVERS

SEE ARCHITECTURAL PLANS FOR PAVERS

METERS/BACKFLOW

PLANS FOR PAVERS
Clj
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AA
AA
AA
AA
AA
AA
AA

CITY TO INSTALL LANDSCAPINGAND IRRIGATION IN THIS AREAWITH BRIDGE CONSTRUCTION

TREE PLACEMENT IN ROW

NEAR DRIVEWAYS IS PENDING

THE APPROVAL AND

ADJUSTMENT AT THE

DESCRETION OF THE CITY'S

INSPECTOR
24" Box
African SumacRhus lancea 24 L
Cercis 'Hearts of Gold'
Hearts of Gold Redbud
Street Tree
Pistacia chinensis
Chinese Pistache
Quercus agrifolia
Coast Live Oak
Standard
24" Box 8 L Standard
Multi
24" Box 23 L
24" Box 8 L
StandardStreet Tree

SYMBOL SIZE REMARKS QTYSHRUBS

BOTANICAL/COMMON NAME WUCOLS
Callistemon 'Little John'Dwarf Bottle Brush
Clj 5 Gal M 722
Silverberry E Elaeagnus pungens 5 Gal L 378
Fortnight LilyDietes bicolor 5 Gal M 76
24" Box
Afghan PinePinus eldarica 116 L Standard
London PlanePlatanus acerifolia ‘Columbia’ 24" Box Standard 8M Street TreeSlow growth to 10' tall
Century PlantAgave americana 5 Gal L 12 AA
TREES

SYMBOL BOTANICAL/COMMON NAME

PLANTING LEGEND

SIZE QTY WUCOLS REMARKS
Olive
Olea europaea 48" Box 9L Multi
Cupressus sempervirens
Italian Cypress
24" Box Standard 13 M
Acacia baileyana 'Purpurea'Purple Leaf Acacia
36" Box Multi 15 L
Flame Bottle TreeBrachychiton acerifolius 24" Box Standard 6M Ginkgo biloba 'Princeton Sentry'Princeton Sentry Ginkgo 36" Box Standard 20 M
Silk Oak TreeGrevillea Robusta 24" Box 3 M Multi
24'' Box
Chinese Flame TreeKoelreuteria bipinnata 1M Multi
Bougainvillea rosenka 1 Gal 8' O.C.Bougainvillea

GROUNDCOVER
Baccharis p. 'Pigeon Point' 1 Gal 6' O.C.Dwarf Coyote Bush L
Coast Rosemary
Westringia fruticosa
L

SYMBOL BOTANICAL/COMMON NAME WUCOLS SIZE REMARKS SPACING Texas PrivetLigustrum j. TexanumRhaphiolepis i. 'Clara'Indian Hawthorn RC
5 Gal M 4435 Gal M 829
W 5 Gal L 405
California Gray RushJuncus patens 5 Gal L 126
Spiney-headed Mat RushLomandra l. 'Breeze' 5 Gal M 93 Lb Jp
Toyon H Heteromeles arbutifolia 5 Gal L 88 15 Gal 39
15 Gal 276
@ channel@ channel
L
Achillea 'Paprika' ^ 1 Gal 18'' O.C.Paprika Yarrow
L
Centaurea gymnocarpa 1 Gal 48" O.C.Velvet CentaureaDianella revoluta 'Little Rev' 1 Gal 18" O.C.Little Rev Flax Lily ML
Pink Muhly
Mc Muhlenbergia capillaris 5 Gal L 8

SCE NOTES

THE MAINTENANCE OF ALL LANDSCAPE, DRAINAGE STRUCTURES, AND SLOPES WITHINTHE SUBJECT SCE RIGHT OF WAY AND RECONSTRUCTED ACCESS ROAD SLOPES SHALL BE MAINTAINED BY THE TRANSWESTERN DEVELOPMENT COMPANY.

ANY IRRIGATION OR LANDSCAPE DAMAGED BY, OR REQUIRED RELOCATION FOR SCE IN

THE FUTURE, SHALL BE REPAIRED OR RELOCATED BY TRANSWESTERN COMPANY AT NO COST TO SCE.

NO VALVES OR CONTROLLERS OF ANY TYPE AREA ALLOWED IN THE SUBJECT SCE LANDMANAGEMENT DEPARTMENT IN WRITING, PRIOR TO BEING INSTALLED.

ANY TREES OR PLANTS WITHIN THE RIGHT OF WAY AREA SHALL BE MAINTAINED BY

TRANSWESTERN DEVELOPMENT COMPANY AND SHALL NOT EXCEED A MATURE HEIGHT OF 15-FEET. in THE OPINION OF SCE IF SAID TREE BECOMES AN INTERFERENCE THEY WILL

HAVE THE RIGHT TO TRIM AND OR REMOVE AT THE SOLE COST OF THE TRANSWESTERN DEVELOPMENT COMPANY.

UTILITIES AND TRASH ENCLOSURES ARE ALL SCREENED.EXERCISE EQUIPMENT TO BE PURCHASED AND INSTALLED BY GENERAL CONTRACTOR Lantana 'Gold Mound' 1 Gal 36" O.C.

Yellow LantanaRosmarinus o. 'Huntington Carpet' 1 Gal 48" O.C.

LL
Prostrate RosemaryYellow Day LilyHemerocallis hybridus-Yellow 24" O.C. 1 Gal M Grevillea 'Coastal Gem' ^ 1 Gal 6' O.C.Coastal Gem Grevillea L
Santolina virens 'Lemon Fizz' ^ L 1 Gal 18" O.C.

Prostrate Rosemary5"-8" Arizona River Rock Cobble
09/21/2021
Job Number
Sheet NoDrawn by
18-063TH
ScaleDate
Signature
1 T
ST
A N I Date

C OF E AT

IFO AL R

ET IS GER

CRA PE A
DER
A K. H
A OM S
H
YES . 63 8 o N
LANDSC

TCEIT H
ProjectSubmittals
Date Remarks
RevisionsDate DescriptionSheet Title
Transwestern
Placentia,California 92870
Ph: 714.986-2400
711 S. Fee Ana Street
Fax: 714.986-2408
Development
Company
20250 Acacia St. Ste 260
Newport Beach, CA 92660
949.351.5186

11.18.19 Site Rev.04.03.20 Site Rev.06.01.20 Comments
EASTVALE, CA 92880
BLDG 1: 14935 LIMONITE AVE.

THE RANCH
BY

TRANSWESTERN
BLDG 2: 14940 LIMONITE AVE.09.02.20 1st Submittal09.14.20 Construction Set Email: [email protected]
Scott Heaviside
949.351.8147

09.25.20 2nd Submittal
1 09.21.21 Streetscape Add
LP-2
Planting Plan
1" = 20'
1 283
BUILDING 2

E E E E E E E E E E E E E
E E E
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SHRUBS ALONG CHANNEL TO BE 15 GAL
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E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E L
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L L L L L L L L L L L L L L
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LLLLLLLLLLLLLLL
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BLDG 1
MATCHLINE SEE SHEET LP-1
MATCHLINE SEE SHEET LP-3
C
U
CA
M
O
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G
A
C
H
A
N
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EL

LIMONITE AVENUE WATER

WATER METERS/BACKFLOW
Standard
Standard
Standard
Standard
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RCRC
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CljClj Clj
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RC RC RC

RC RC RC
RC

RC RC RC

RC RC RC
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RC RC
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RC RC
RC
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L
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RCRC
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RC RC
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W W W W W W W W W W W W
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Clj
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L L L L L L L L L L L L L L L L L L L L L L L L L Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj L
L
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L L L
L
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L L L
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L L
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L L
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RC
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RCRC
RC RC
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RC
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Clj
Clj
Clj Clj
Clj Clj
Clj Clj Clj
Clj Clj Clj
Clj
Clj
L
L
L
L
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L
Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj
Clj Clj Clj Clj Clj Clj
Clj Clj
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Clj Clj
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Clj Clj Clj
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Clj Clj Clj
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Clj Clj
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Clj Clj
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Clj
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Clj
Clj
Clj
Clj Clj
Clj

RC RC RC RC RC
RC

RC RC RC RC RC RC RC RC

RC RC RC RC RC RC RC RC
RC
RC
RC
RC
RC
RC
RC
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RC
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Clj
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W W
W
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W
W

W W W W W W W W W

W W W W
W
Clj
Clj Clj
Clj Clj Clj
Clj Clj
Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj Clj
Clj Clj
Clj Clj
Clj CljClj
Clj
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Clj Clj
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CljClj
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RC
RC
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RC RC
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Clj
Clj
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E
RC
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RC
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RC
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RC
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RC
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RC RC
RC
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RC RC
RC RC
RC RC
RC RC
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RC RC RC
RC
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RC RC
RC
RC
RC
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RC RC RC
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RC RC
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RC RC
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L L L L L L L
L
L

L L L L L

L L L L L L L
L
L

L L L L L

L L L L L L L L L L L

L L L L L L L L L L L

L L L L L L

L L L L L
L
L
L

L L L L L L

L L L L L
L
L
Clj Clj Clj
Clj
Clj
Clj
Clj Clj
Clj

SEE ARCHITECTURAL PLANS FOR PAVERS

SEE ARCHITECTURAL PLANS FOR PAVERS
Clj

SEE ARCHITECTURAL

SEE ARCHITECTURAL PLANS FOR PAVERS

SEE ARCHITECTURAL PLANS FOR PAVERS

METERS/BACKFLOW

PLANS FOR PAVERS
Clj
Clj
Clj
Clj Clj
Clj
Clj
Clj
Clj Clj
Clj Clj
Clj Clj
Clj Clj
Clj Clj Clj Clj Clj Clj Clj
Clj
Clj
Clj
AA
AA
AA
AA
AA
AA
AA

CITY TO INSTALL LANDSCAPINGAND IRRIGATION IN THIS AREAWITH BRIDGE CONSTRUCTION

TREE PLACEMENT IN ROW

NEAR DRIVEWAYS IS PENDING

THE APPROVAL AND

ADJUSTMENT AT THE

DESCRETION OF THE CITY'S

INSPECTOR
24" Box
African SumacRhus lancea 24 L
Cercis 'Hearts of Gold'
Hearts of Gold Redbud
Street Tree
Pistacia chinensisChinese PistacheQuercus agrifoliaCoast Live Oak Standard
24" Box 8 L Standard
Multi
24" Box 23 L
24" Box 8 L
Standard
Street Tree

SYMBOL SIZE QTY REMARKSSHRUBS

BOTANICAL/COMMON NAME WUCOLS
Callistemon 'Little John'Dwarf Bottle Brush
Clj 5 Gal M 722
Silverberry E Elaeagnus pungens 5 Gal L 378
Fortnight LilyDietes bicolor 5 Gal M 76
24" Box
Afghan PinePinus eldarica 116 L Standard
London Plane
24" Box Standard 8M
Street TreeSlow growth
to 10' tall
Century PlantAgave americana 5 Gal L 12 AA
TREES

SYMBOL BOTANICAL/COMMON NAME

PLANTING LEGEND

SIZE QTY WUCOLS REMARKS
OliveOlea europaea 48" Box 9L Multi
Cupressus sempervirensItalian Cypress
24" Box Standard 13 M
Acacia baileyana 'Purpurea'Purple Leaf Acacia
36" Box Multi 15 L
Flame Bottle TreeBrachychiton acerifolius 24" Box Standard 6M Ginkgo biloba 'Princeton Sentry'Princeton Sentry Ginkgo 36" Box Standard 20 M
Silk Oak TreeGrevillea Robusta 24" Box 3 M Multi
24'' Box
Chinese Flame TreeKoelreuteria bipinnata 1M Multi
Bougainvillea rosenka 1 Gal 8' O.C.Bougainvillea

GROUNDCOVER
Baccharis p. 'Pigeon Point' 1 Gal 6' O.C.Dwarf Coyote Bush L
Coast Rosemary
Westringia fruticosa
L

SYMBOL BOTANICAL/COMMON NAME WUCOLS SIZE REMARKS SPACING Texas PrivetLigustrum j. TexanumRhaphiolepis i. 'Clara'Indian Hawthorn RC
5 Gal M 4435 Gal M 829
W 5 Gal L 405
California Gray RushJuncus patens 5 Gal L 126
Spiney-headed Mat Rush
Lb Lomandra l. 'Breeze' 5 Gal M 93Jp
Toyon
H Heteromeles arbutifolia 5 Gal L 88
15 Gal 3915 Gal 276
@ channel@ channel
L
Achillea 'Paprika' ^ 1 Gal 18'' O.C.Paprika Yarrow
L
Centaurea gymnocarpa 1 Gal 48" O.C.Velvet CentaureaDianella revoluta 'Little Rev' 1 Gal 18" O.C.Little Rev Flax Lily ML
Pink Muhly
Mc Muhlenbergia capillaris 5 Gal L 8

SCE NOTESTHE MAINTENANCE OF ALL LANDSCAPE, DRAINAGE STRUCTURES, AND SLOPES WITHINTHE SUBJECT SCE RIGHT OF WAY AND RECONSTRUCTED ACCESS ROAD SLOPES SHALL BE MAINTAINED BY THE TRANSWESTERN DEVELOPMENT COMPANY.

ANY IRRIGATION OR LANDSCAPE DAMAGED BY, OR REQUIRED RELOCATION FOR SCE IN THE FUTURE, SHALL BE REPAIRED OR RELOCATED BY TRANSWESTERN COMPANY AT NOCOST TO SCE.

NO VALVES OR CONTROLLERS OF ANY TYPE AREA ALLOWED IN THE SUBJECT SCE LANDMANAGEMENT DEPARTMENT IN WRITING, PRIOR TO BEING INSTALLED.

ANY TREES OR PLANTS WITHIN THE RIGHT OF WAY AREA SHALL BE MAINTAINED BY

TRANSWESTERN DEVELOPMENT COMPANY AND SHALL NOT EXCEED A MATURE HEIGHT OF 15-FEET. in THE OPINION OF SCE IF SAID TREE BECOMES AN INTERFERENCE THEY WILLHAVE THE RIGHT TO TRIM AND OR REMOVE AT THE SOLE COST OF THE TRANSWESTERNDEVELOPMENT COMPANY.

UTILITIES AND TRASH ENCLOSURES ARE ALL SCREENED.EXERCISE EQUIPMENT TO BE PURCHASED AND INSTALLED BY GENERAL CONTRACTOR Lantana 'Gold Mound' 1 Gal 36" O.C.

Yellow Lantana
Rosmarinus o. 'Huntington Carpet' 1 Gal 48" O.C.

LL
Prostrate RosemaryYellow Day LilyHemerocallis hybridus-Yellow 24" O.C. 1 Gal M Grevillea 'Coastal Gem' ^ 1 Gal 6' O.C.Coastal Gem Grevillea L
Santolina virens 'Lemon Fizz' ^ L 1 Gal 18" O.C.

Prostrate Rosemary5"-8" Arizona River Rock Cobble
09/21/2021
Job Number
Sheet NoDrawn by
18-063TH
ScaleDate
Signature
1 T
ST
A NI Date

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ProjectSubmittals
Date Remarks
RevisionsDate DescriptionSheet Title
Transwestern
Placentia,California 92870
Ph: 714.986-2400
711 S. Fee Ana Street
Fax: 714.986-2408
Development
Company
20250 Acacia St. Ste 260
Newport Beach, CA 92660
949.351.5186

11.18.19 Site Rev.04.03.20 Site Rev.06.01.20 Comments
EASTVALE, CA 92880
BLDG 1: 14935 LIMONITE AVE.

THE RANCH
BY

TRANSWESTERN
BLDG 2: 14940 LIMONITE AVE.09.02.20 1st Submittal09.14.20 Construction Set Email: [email protected]
Scott Heaviside
949.351.8147

09.25.20 2nd Submittal
1 09.21.21 Streetscape Add
LP-2
Planting Plan
1" = 20'
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Move these 3 purple leafacacia down to fill inspace between arrow sotree canopy hang oversidwalk and touch theflame bottle tree.

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Fill in extra trees to ensurespacing is directly side by sideand over sidewalk to satisfactionof City Designee.

Gingko: 13
Silk Oak: 15
Purple Leaf Acacia: 15Flame Bottle: 7
Total Additional: 50 TREES
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RED CLOUD = NOT APART
REVISED SHEET LP-2 (PLANTINGPLAN) 12.15.21
284
285

EXHIBIT "B"

BREAKDOWN OF COSTS
286
July 14th, 2021
Transwestern Development
Attn: Scott Heaviside
Re: Transwestern Limonite Streetscape changes
CREDIT PER TRANSWESTERN DIRECTION $ (5,185.00)
A) Ground Prep: (2,547) SQ FT
4 yds./1000 sq. ft. Compost (8) YARD
15 lbs./1000 sq. ft. Grow Power Plus at Drip Areas (1) BAG B) Plants:
5 gallon Callistemon 'little john' (90) EACH
24" box Cercis 'hearts of gold' (7) EACH
C) Ground Cover:

Rosmarinus 'huntington carpet' - 1 gal @ 48" o.c. (2,547) SQ. FT. (182) SHRUBS with 1 1/2" layer of Organic mulch (2,547) SQ. FT. (12) YARDS D) Tree Staking:

Double Staking - 15 gal & 24" box trees (7) SETS
with 'Deep Root' 24" x 24" Panels (21) PANELS
E) Irrigation:

Sprinkler Heads On PVC Sch. 40 Laterals With DSJ -
Rainbird 1806-SAM w/ pcs bubbler heads at trees (14) EACH Drip Irrigation -
Rainbird Dripline @ 24'' o.c. (2,547) SQ FT (1,274) FEET with Staple - 11/6 (159) EACH
RB MDFCOUP w/ MDFCAP 2 EACH
287
July 14th, 2021
Transwestern Limonite Streetscape changes
2 of 2
ADD PER COMMUNITY WORKS MATER PLAN $ 36,015.00
A) Plants:
5 gallon Callistemon 'little john' (90) EACH
5 gallon Agave americana 8 EACH
5 gallon Muhlenberghia capillaris 64 EACH
5 gallon Russelia equisetiformis 34 EACH
5 gallon Tecoma 'Orange Jubilee' 10 EACH
24" box Grevellia Robusta 6 EACH
24" box Cercis 'hearts of gold' -10 EACH
36" box Acacia baileyana 15 EACH
36" box Ginko Biloba 28 EACH
48" box Olea europaea -2 EACH
B) Ground Cover:

Hemerocallis hybridus yellow - 1 gal @ 24" o.c. (225) SQ. FT. (56) SHRUBS Lantana 'gold mound' - 1 gal @ 36" o.c. (1,500) SQ. FT. (167) SHRUBS Rosmarinus 'huntington carpet' - 1 gal @ 48" o.c. (2,700) SQ. FT. (193) SHRUBS Ground Prep Only 4,425 SQ. FT.

C) Tree Staking:

Double Staking - 15 gal & 24" box trees (4) SETS
Tree Guying - 36" - 60" box trees 41 SETS
with 'Deep Root' 24" x 24" Panels 111 PANELS
D) Irrigation:

Sprinkler Heads On PVC Sch. 40 Laterals With DSJ -
Rainbird 1806-SAM w/ pcs bubbler heads at trees 74 EACH 288
July 14th, 2021
Transwestern Limonite Streetscape changes
2 of 2
*Bid based on -
-Plans by Hunter Landscape, Inc and community work master plan. -Directions provided by Scott at Transwestern.
-All median scope excluded from this proposal.
-Additional plant material requested after approved plans to be installed on a T and M Basis. -Labor Rates per current Landscape Agreement at Time of Bid. -Post Maintenance period begins at substantial completion or as approved by landscape architect. -Mulch bid as 11/2" Layer of Organic Mulch by Hunter Landscape. -No provisions for "Existing Conditions".
-(1) Move On. No construction phasing.
-Receiving site @ + or - .10' finish grade.
-Spoils generated by our operations are to be 'lost' on site. -All Material being available in acceptable condition and at quoted price upon issuance of contract. -Materials warranty applicable only if Hunter Landscape provides maintenance for length of warranty period. -Sleeves / crossings shown installed under or through hardscape features to be installed prior to said features. - Power to controllers provided by others
*Bid exclusions -
-Import / export of soil.
-Traffic control, lane closures or street barricading.
-All scope in median.
-Additional landscape or irrigaiton requested/required after plans are approved. -Roof Drains.
-Prevailing Wage Rates.
-Rock Removal.
-Labor wage increases mandated after time of bid.
-Jute Netting, Geotextile Fabrics, and Erosion Control Measures. -Landscape Demo.
-Booster Pumps.
-BioSwale Mix/Composted Sand.
-All site drainage.
-Maintenance Bonds.
-SWPP, Sediment Control, Fiber Rolls, Storm Drains.
-Hardscape, Aggregate in mortar, Pavers, Lighting, site furniture, pots, bike racks/lockers. -Repair and/or replacement of any existing landscape or irrigation systems damaged by others. -Water meters, meter connections, permits, permit or municipal fees, -Saw Cutting, boring, coring, jetting, jacking, and cut / patch of existing hardscape. **This bid is valid for 60-days from issue date.
289
December 15th, 2021
Transwestern Development
3501 Jamboree #4400
Newport Beach Ca 92660
Attn: Scott Heaviside
Re: Added trees at Transwestern the Ranch Off Site
A) Ground Prep:
4 yds./1000 sq. ft. Compost 7 YARDS
21 Gram Agriform Tablets 1 BOX
15 lbs./1000 sq. ft. 16-20-0 1 BAG
B) Plants:
24" box Grevelia robusta 7 EACH
24" box Acacia baileyana 10 EACH
24" box Brachychiton populenus 7 EACH
C) Tree Staking:

Double Staking 24" box trees 24 SETS
with 'Deep Root' 24" x 24" Panels 150 PANELS
D) Irrigation:

Added irrigation at new trees 24 TREES
TOTAL BID $16,562.00
290
December 15th, 2021
Added trees at Transwestern the Ranch Off Site
2 of 2
*Bid based on -
-Plan sheet LP-2 by Hunter Landscape, Inc.dated 9/21/21 and directed by Transwestern on 12/2/21. -Additional maintenace costs will be applied should landscape construction need pull off for longer than (2) weeks. -Additional plant material requested after approved plans to be installed on a T and M Basis. -(3) Move Ins (Sleeving,Irrigation,Landscape) No construction phasing. -Labor Rates per current Landscape Agreement at Time of Bid. -Post Maintenance period begins at substantial completion or as approved by landscape architect. -Mulch bid as 11/2" Layer of Organic Mulch by Hunter Landscape. -No provisions for "Existing Conditions".
-Decorative Rock/Hydroseed Only at Detention Basins and Bio Swales. -Receiving site @ + or - .10' finish grade.
-Spoils generated by our operations are to be 'lost' on site. -All Material being available in acceptable condition and at quoted price upon issuance of contract. -Materials warranty applicable only if Hunter Landscape provides maintenance for length of warranty period. -Sleeves / crossings shown installed under or through hardscape features to be installed prior to said features. - Power to controllers provided by others
*Bid exclusions -
-Import / export of soil.
-Additional landscape or irrigaiton requested/required after plans are approved. -Roof Drains.
-Prevailing Wage Rates.
-Rock Removal.
-Concrete Mow Curb under fence line.
-Labor wage increases mandated after time of bid.
-Jute Netting, Geotextile Fabrics, and Erosion Control Measures. -Landscape Demo.
-Booster Pumps.
-BioSwale Mix/Composted Sand.
-All site drainage.
-Maintenance Bonds.
-SWPP, Sediment Control, Fiber Rolls, Storm Drains.
-Hardscape, Aggregate in mortar, Pavers, Lighting, site furniture, pots, bike racks/lockers. -Repair and/or replacement of any existing landscape or irrigation systems damaged by others. -Water meters, meter connections, permits, permit or municipal fees, -Saw Cutting, boring, coring, jetting, jacking, and cut / patch of existing hardscape. -Traffic control, lane closures or street barricading.
**This bid is valid for 60-days from issue date.
291

EXHIBIT "C"

INSURANCE
A. Insurance Requirements. Developer shall provide and maintain insurance, acceptable to the City, in full force and effect throughout the term of this Agreement, against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work by Developer, its agents, representatives or employees. Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:VII.

Developer shall provide the following scope and limits of insurance:

1. Minimum Scope of Insurance. Coverage shall be at least as broad as:
(1) Commercial General Liability. Insurance Services Office form Commercial General Liability coverage (Occurrence Form CG 0001). (2) Automobile. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, including code 1 "any auto" and endorsement CA 0025, or equivalent forms subject to the written approval of the City. (3) Workers’ Compensation. Workers' Compensation insurance as required by the Labor Code of State of California covering all persons providing services on behalf of the Developer and all risks to such persons under this Agreement. (4) Professional Liability. Professional liability insurance appropriate to the Developer’s profession. This coverage may be written on a “claims made” basis, and must include coverage for contractual liability. The professional liability insurance required by this Agreement must be endorsed to be applicable to claims based upon, arising out of or related to services performed under this Agreement. The insurance must be maintained for at least three (3) consecutive years following the completion of Developer’s services or the termination of this Agreement. During this additional three (3) year period, Developer shall annually and upon request of the City submit written evidence of this continuous coverage.

2. Minimum Limits of Insurance. Developer shall maintain limits of insurance no less than:
(1) Commercial General Liability. $1,000,000 general aggregate for bodily injury, personal injury and property damage.
(2) Automobile. $1,000,000 per accident for bodily injury and property damage. A combined single limit policy with aggregate limits in an amount of not less than $2,000,000 shall be considered equivalent to the said required minimum limits set forth above. (3) Workers' Compensation. Workers' Compensation as required by the Labor Code of the State of California of not less than $1,000,000 per occurrence. 292

(4) Professional Liability. $1,000,000 per occurrence.

B. Other Provisions. Insurance policies required by this Agreement shall contain the following provisions:

1. All Policies. Each insurance policy required by this Agreement shall be endorsed and state the coverage shall not be suspended, voided, cancelled by the insurer or either Party to this Agreement, reduced in coverage or in limits except after 30 days' prior written notice by certified mail, return receipt requested, has been given to City.

2. Commercial General Liability and Automobile Liability Coverages. (1) City, and its respective elected and appointed officers, officials, and employees and volunteers are to be covered as additional insureds as respects: liability arising out of activities Developer performs; products and completed operations of Developer; premises owned, occupied or used by Developer; or automobiles owned, leased, hired or borrowed by Developer. The coverage shall contain no special limitations on the scope of protection afforded to City, and their respective elected and appointed officers, officials, or employees. (2) Developer’s insurance coverage shall be primary insurance with respect to City, and its respective elected and appointed, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by City, and its respective elected and appointed officers, officials, employees or volunteers, shall apply in excess of, and not contribute with, Developer’s insurance.
(3) Developer’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (4) Any failure to comply with the reporting or other provisions of the insurance policies, including breaches of warranties, shall not affect coverage provided to City, and its respective elected and appointed officers, officials, employees or volunteers.

3. Workers' Compensation Coverage. Unless the City Manager otherwise agrees in writing, the insurer shall agree to waive all rights of subrogation against City, and its respective elected and appointed officers, officials, employees and agents for losses arising from work performed by Developer.

C. Other Requirements. Developer agrees to deposit with City, at or before the effective date of this Agreement, certificates of insurance necessary to satisfy City that the insurance provisions of this contract have been complied with. The City may require that Developer furnish City with copies of original endorsements effecting coverage required by this Exhibit “C”. The certificates and endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. City reserves the right to inspect complete, certified copies of all required insurance policies, at any time.

1. Developer shall furnish certificates and endorsements from each 293

subcontractor identical to those Developer provides.

2. Any deductibles or self-insured retentions must be declared to and approved by City. At the option of City, either the insurer shall reduce or eliminate such deductibles or selfinsured retentions as respects City or its respective elected or appointed officers, officials, employees and volunteers, or the Developer shall procure a bond guaranteeing payment of losses and related investigations, claim administration, defense expenses and claims.

3. The procuring of such required policy or policies of insurance shall not be construed to limit Developer’s liability hereunder nor to fulfill the indemnification provisions and requirements of this Agreement.
294
Vicinity Map
Transwestern Project Site
N
295
December 15th, 2021
Transwestern Development
3501 Jamboree #4400
Newport Beach Ca 92660
Attn: Scott Heaviside
Re: Added trees at Transwestern the Ranch Off Site
A) Ground Prep:
4 yds./1000 sq. ft. Compost 7 YARDS
21 Gram Agriform Tablets 1 BOX
15 lbs./1000 sq. ft. 16-20-0 1 BAG
B) Plants:
24" box Grevelia robusta 7 EACH
24" box Acacia baileyana 10 EACH
24" box Brachychiton populenus 7 EACH
C) Tree Staking:

Double Staking 24" box trees 24 SETS
with 'Deep Root' 24" x 24" Panels 150 PANELS
D) Irrigation:

Added irrigation at new trees 24 TREES
TOTAL BID $16,562.00
296
December 15th, 2021
Added trees at Transwestern the Ranch Off Site
2 of 2
*Bid based on -
-Plan sheet LP-2 by Hunter Landscape, Inc.dated 9/21/21 and directed by Transwestern on 12/2/21. -Additional maintenace costs will be applied should landscape construction need pull off for longer than (2) weeks. -Additional plant material requested after approved plans to be installed on a T and M Basis. -(3) Move Ins (Sleeving,Irrigation,Landscape) No construction phasing. -Labor Rates per current Landscape Agreement at Time of Bid. -Post Maintenance period begins at substantial completion or as approved by landscape architect. -Mulch bid as 11/2" Layer of Organic Mulch by Hunter Landscape. -No provisions for "Existing Conditions".
-Decorative Rock/Hydroseed Only at Detention Basins and Bio Swales. -Receiving site @ + or - .10' finish grade.
-Spoils generated by our operations are to be 'lost' on site. -All Material being available in acceptable condition and at quoted price upon issuance of contract. -Materials warranty applicable only if Hunter Landscape provides maintenance for length of warranty period. -Sleeves / crossings shown installed under or through hardscape features to be installed prior to said features. - Power to controllers provided by others
*Bid exclusions -
-Import / export of soil.
-Additional landscape or irrigaiton requested/required after plans are approved. -Roof Drains.
-Prevailing Wage Rates.
-Rock Removal.
-Concrete Mow Curb under fence line.
-Labor wage increases mandated after time of bid.
-Jute Netting, Geotextile Fabrics, and Erosion Control Measures. -Landscape Demo.
-Booster Pumps.
-BioSwale Mix/Composted Sand.
-All site drainage.
-Maintenance Bonds.
-SWPP, Sediment Control, Fiber Rolls, Storm Drains.
-Hardscape, Aggregate in mortar, Pavers, Lighting, site furniture, pots, bike racks/lockers. -Repair and/or replacement of any existing landscape or irrigation systems damaged by others. -Water meters, meter connections, permits, permit or municipal fees, -Saw Cutting, boring, coring, jetting, jacking, and cut / patch of existing hardscape. -Traffic control, lane closures or street barricading.
**This bid is valid for 60-days from issue date.
297
July 14th, 2021
Transwestern Development
Attn: Scott Heaviside
Re: Transwestern Limonite Streetscape changes
CREDIT PER TRANSWESTERN DIRECTION $ (5,185.00)
A) Ground Prep: (2,547) SQ FT
4 yds./1000 sq. ft. Compost (8) YARD
15 lbs./1000 sq. ft. Grow Power Plus at Drip Areas (1) BAG B) Plants:
5 gallon Callistemon 'little john' (90) EACH
24" box Cercis 'hearts of gold' (7) EACH
C) Ground Cover:

Rosmarinus 'huntington carpet' - 1 gal @ 48" o.c. (2,547) SQ. FT. (182) SHRUBS with 1 1/2" layer of Organic mulch (2,547) SQ. FT. (12) YARDS D) Tree Staking:

Double Staking - 15 gal & 24" box trees (7) SETS
with 'Deep Root' 24" x 24" Panels (21) PANELS
E) Irrigation:

Sprinkler Heads On PVC Sch. 40 Laterals With DSJ -
Rainbird 1806-SAM w/ pcs bubbler heads at trees (14) EACH Drip Irrigation -
Rainbird Dripline @ 24'' o.c. (2,547) SQ FT (1,274) FEET with Staple - 11/6 (159) EACH
RB MDFCOUP w/ MDFCAP 2 EACH
298
July 14th, 2021
Transwestern Limonite Streetscape changes
2 of 2
ADD PER COMMUNITY WORKS MATER PLAN $ 36,015.00
A) Plants:
5 gallon Callistemon 'little john' (90) EACH
5 gallon Agave americana 8 EACH
5 gallon Muhlenberghia capillaris 64 EACH
5 gallon Russelia equisetiformis 34 EACH
5 gallon Tecoma 'Orange Jubilee' 10 EACH
24" box Grevellia Robusta 6 EACH
24" box Cercis 'hearts of gold' -10 EACH
36" box Acacia baileyana 15 EACH
36" box Ginko Biloba 28 EACH
48" box Olea europaea -2 EACH
B) Ground Cover:

Hemerocallis hybridus yellow - 1 gal @ 24" o.c. (225) SQ. FT. (56) SHRUBS Lantana 'gold mound' - 1 gal @ 36" o.c. (1,500) SQ. FT. (167) SHRUBS Rosmarinus 'huntington carpet' - 1 gal @ 48" o.c. (2,700) SQ. FT. (193) SHRUBS Ground Prep Only 4,425 SQ. FT.

C) Tree Staking:

Double Staking - 15 gal & 24" box trees (4) SETS
Tree Guying - 36" - 60" box trees 41 SETS
with 'Deep Root' 24" x 24" Panels 111 PANELS
D) Irrigation:

Sprinkler Heads On PVC Sch. 40 Laterals With DSJ -
Rainbird 1806-SAM w/ pcs bubbler heads at trees 74 EACH 299
July 14th, 2021
Transwestern Limonite Streetscape changes
2 of 2
*Bid based on -
-Plans by Hunter Landscape, Inc and community work master plan. -Directions provided by Scott at Transwestern.
-All median scope excluded from this proposal.
-Additional plant material requested after approved plans to be installed on a T and M Basis. -Labor Rates per current Landscape Agreement at Time of Bid. -Post Maintenance period begins at substantial completion or as approved by landscape architect. -Mulch bid as 11/2" Layer of Organic Mulch by Hunter Landscape. -No provisions for "Existing Conditions".
-(1) Move On. No construction phasing.
-Receiving site @ + or - .10' finish grade.
-Spoils generated by our operations are to be 'lost' on site. -All Material being available in acceptable condition and at quoted price upon issuance of contract. -Materials warranty applicable only if Hunter Landscape provides maintenance for length of warranty period. -Sleeves / crossings shown installed under or through hardscape features to be installed prior to said features. - Power to controllers provided by others
*Bid exclusions -
-Import / export of soil.
-Traffic control, lane closures or street barricading.
-All scope in median.
-Additional landscape or irrigaiton requested/required after plans are approved. -Roof Drains.
-Prevailing Wage Rates.
-Rock Removal.
-Labor wage increases mandated after time of bid.
-Jute Netting, Geotextile Fabrics, and Erosion Control Measures. -Landscape Demo.
-Booster Pumps.
-BioSwale Mix/Composted Sand.
-All site drainage.
-Maintenance Bonds.
-SWPP, Sediment Control, Fiber Rolls, Storm Drains.
-Hardscape, Aggregate in mortar, Pavers, Lighting, site furniture, pots, bike racks/lockers. -Repair and/or replacement of any existing landscape or irrigation systems damaged by others. -Water meters, meter connections, permits, permit or municipal fees, -Saw Cutting, boring, coring, jetting, jacking, and cut / patch of existing hardscape. **This bid is valid for 60-days from issue date.
300

AGENDA STAFF REPORT
City Council Meeting

CONSENT CALENDAR
Agenda Item No. 11.10
May 25, 2022
Reimbursement Agreement between the City and Developer to Install Enhanced Landscaping for the Amount of $483,226.00 at the Homestead Project
Prepared By:

Cassandra Sanchez, Principal Engineer
Recommended Action(s)
Staff recommends that City Council approve the reimbursement agreement between the City and Developer to buy and install enhanced landscaping along the frontage of the Homestead Project for the amount of $483,226.00.

Summary
During the developer's installa*on of the off-site improvements, the City desired an opportunity to enhance the landscaping and ligh*ng along the arterial roadway. The City is working with the Developer to install along the project frontage enhanced landscaping and lighting.

Background
Landscaping and ligh*ng plans for the Homestead property were approved on December 11, 2020.

Since that *me, the City has endeavored to improve the landscaping along arterial roads as the opportunity arose to be0er brand the City of Eastvale by bringing enhanced landscaping to the public area. The frontage along the Homestead project is one such opportunity that will stretch along Limonite between Archibald and the Cucamonga Creek Channel to include landscaping features such as rebar trees, decorative street lights, additional trees for shade along the sidewalk.

The City provided the a0ached reimbursement agreement (See A0achment No. 1) which the Developer has agreed to execute.
12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 | eastvaleca.gov
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The construc*on is es*mated to cost $483,226.00 (See A0achment No. 2 and 2a), and the staff has reviewed and approved the es*mated construc*on costs. The decora*ve lights have a 16 week lead *me, and in order to provide a safe roadway along Limonite the Developer installed temporary lighting. The Developer has worked with the City and covered the costs for all lighting enhancements along the Limonite frontage, as well as all temporary lighting required.

Environmental
The ac*vi*es associated with this agreement were previously analyzed and approved in the Environmental Impact Report (EIR) which was cer*fied by the City Council on April 8, 2020. The proposed enhanced landscaping is consistent with the original analysis and further documenta*on for the purposes of the California Environmental Quality Act is not required.

Strategic Plan Action - Priority Level: 2 | Target #: 2 | Goal #: 4 Develop branding and identity of Eastvale.

Fiscal Impact
The cost of the proposed improvement addressed by the reimbursement agreement is $483,226.00.

The City will reimburse the Developer per the terms of the agreement, once an invoice is submi0ed, using available budget in Gas Tax Fund Account No.200-510-6660-94010, Capital Improvement Project No. 94010, Citywide Branding: Entryway and Median Improvements.

Prior City Council/Commission Action
On December 8, 2021, City Council approved the Homestead Project Final Map (Parcel 37771).

On April 8, 2020 the Eastvale City Council approved a zone change for project PLN 19-20026 (Homestead) from Agricultural (A-2) to Industrial Park (I-P).

On March 18, 2020, the Planning Commission voted 5-0 to adopt a resolu*on recommending that the City Council approve the project.

Attachment(s)
Attachment 1- Reimbursement Agreement
Attachment 2- Invoice for enhanced landscaping
Attachment 2a- Additional Breakdown of Information
Attachment 3- Vicinity Map
12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 | eastvaleca.gov
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REIMBURSEMENT AGREEMENT
This Reimbursement Agreement (“Agreement”) is made and entered into as of _________, 2022, by and between the CITY OF EASTVALE, an incorporated municipality and California general law city (hereinafter, “City"), and DPIF3 CA 27 Archibald Ave., LLC, a Delaware Limited Liability Company (hereinafter, “Developer”). The City and Developer may collectively be referred to as the “Parties.”

RECITALS
WHEREAS, the Developer is constructing the Homestead development along Limonite, westerly of Cucamonga Creek (Tract Map No. 37771)
WHEREAS, the City requested the Developer construct additional landscape improvements on Limonite along the frontage of the project shown in Exhibit A (“Enhanced Landscape”).

WHEREAS, the City desires to reimburse Developer for the costs it incurred in purchasing and installing the Enhanced Landscape as part of the off-site improvements.

WHEREAS, the purpose of this Agreement to memorialize between the City and Developer regarding the reimbursement of costs associated with the Enhanced Landscaping along the frontage of Homestead Project.

NOW, THEREFORE, in consideration of the above recited premises, together with the mutual covenants herein contained and attached hereto, it is agreed that:

AGREEMENT

1. RECITALS
The Parties agree that the above recitals are true and correct and are incorporated into this Agreement by reference.

2. REIMBURSEMENT OBLIGATION
Within 90 days after the City accepts the Enhanced Landscape, Developer shall submit to City an invoice detailing the work performed in conjunction with the Enhanced Landscape and the costs thereof, including a breakdown of labor and materials. The City shall pay all undisputed amounts within 30 days of receipt of the invoice, but not to exceed $483,226.00 for the Enhanced Landscape Costs as shown in Exhibit B. Receipt and acceptance of payment by Developer pursuant to this Agreement shall constitute full and final compensation from the City for all work performed by Developer, or its contractors related to the Enhanced Landscape. Developer shall not seek any other reimbursement from City related to the landscape improvements.
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3. PREVAILING WAGE
Developer acknowledges and agrees that the construction of the Enhanced Landscape is subject to prevailing wage rates as provided in Labor Code Section 1720, ct seq. (“State Labor Code”). Developer warrants that it will comply and cause its contractor to comply with all applicable State Labor Code requirements, including provisions requiring the payment of prevailing wages in connection with the installation of the Enhanced Landscape.

Developer shall defend (with counsel reasonably acceptable to City) indemnify and hold harmless City and its elected officials, officers, agents, employees and contractors (collectively, “City Parties”) from and against any and all claims made by a third party or parties arising out of Developer’s obligation to comply with all State Labor Code and, if applicable, Davis-Bacon requirements pertaining to public works and payment of prevailing wages in connection with the construction of the Enhanced Landscape, as required pursuant to the immediately preceding paragraph, and indemnify and hold harmless City and City Parties with respect to all liabilities, costs and damages in connection therewith (including attorneys’ fees and costs), including final judgments or settlements in actions brought by any “contractor” in which City is (i) determined to be an “awarding body” and (ii) damages are awarded, pursuant to Labor Code Sections 1726 or 1781 or applicable portions of Davis-Bacon. Developer’s indemnity obligations under this Section shall survive expiration or termination of this Agreement.

Developer hereby waives and release City and City Parties from any and all manner of claims or other compensation whatsoever, in law or equity, arising out of, directly or indirectly, or in any way connected with Developer’s obligation to comply with all State Labor Code and, if applicable, Davis-Bacon requirements in connection with the constriction of the Enhanced Landscape.

5. INDEMNIFICATION
Developer agrees to indemnify, defend, save, and hold harmless the City and its respective officers, agents, servants and employees, of and from any liabilities, claims, demands, suits, action and cause of action arising out of or in any manner connected with any act or omission of Developer in connection with Developer’s duties and obligations under this Agreement.

6. DEVELOPER AS A PRIVATE DEVELOPER AND INDEPENDENT CONTRACTOR Developer is and shall at all times remain a wholly independent contractor and not an officer, employee or agent of City. Developer shall have no authority to bind City in any manner, nor to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise.

The personnel performing the work under this Agreement on behalf of Developer shall at 304

all times be under Developer’s exclusive direction and control. Neither City, nor any elected or appointed boards, officers, officials, employees or agents of City, shall have control over the conduct of Developer or any of Developer’s personnel. Developer shall not at any time or in any manner represent that Developer or any of Developer’s personnel are in any manner officials, officers, or employees of City.

Neither Developer, nor any of Developer’s personnel shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees.

Developer expressly waives any claim Developer, its officers, employees, agents or subcontractors, may have to any such rights. Developer’s indemnity obligations of this Agreement include the obligation to indemnify the City from and against any liability that may arise related to claims that Developer, its officers, employees, agents or subcontractors, are entitled to retirement, health care or any other benefits that accrue to City employees.

This provision shall survive the expiration or earlier termination of this Agreement.

4. NOTICES
All notices under this Agreement shall be sent as follows:

Developer: Dermody Properties
5500 Equity Avenue
Reno, NV 89502
Attn: Karsen Keever, Senior Vice President, Development Eastvale: City of Eastvale
12363 Limonite Avenue, Suite 910
Eastvale, CA 91752
Attn: Henry Garcia

5. ENTIRE AGREEMENT
This Agreement constitutes the entire agreement of the Parties with respect to the matters set forth herein. Any amendments, modifications, or changes to this Agreement shall be in writing and signed by both Parties.

6. SEVERABILITY
If any provision of this Agreement or the application of any such provision shall be held by a court of competent jurisdiction to be invalid, void or unenforceable to any extent, the remaining provisions of this Agreement and the application thereof shall remain in full force and effect and shall not be affected, impaired or invalidated.

7. JURISDICTION
This Agreement shall be administered and interpreted under the laws of the State of California. Jurisdiction and venue of litigation arising from this Agreement shall be in the 305

County of Riverside, State of California.

8. INTERPRETATION
As used in this Agreement, masculine, feminine or neuter gender and the singular or plural number shall each be deemed to include the others where and when the context so dictates.

The word “including” shall be construed as if followed by the words “without limitation.” This Agreement is the product of negotiations between the parties, and it shall not be construed as if it had been prepared by one of the parties, but rather as if all of the parties prepared the Agreement. Any rule of construction, to the effect that ambiguities are to be resolved against the drafting party, shall not apply in interpreting this Agreement.

9. AUTHORITY
Each person executing this Agreement covenants and warrants that they are duly and validly authorized to do so.

10. COUNTERPARTS

This Agreement may be executed in counterparts, each of which shall be deemed an original.

11. ATTORNEYS’ FEES
If any legal action is brought by either Party to interpret or enforce any terms or provisions of this Agreement, the prevailing Party shall be entitled to its reasonable attorneys’ fees and costs.

12. INSURANCE
Developer agrees to obtain and maintain in full force and effect during the term of this Agreement the insurance policies set forth in Exhibit “C” “Insurance” and made a part of this Agreement. All insurance policies shall be subject to approval by City as to form and content. These requirements are subject to amendment or waiver if so approved in writing by the City Manager. Developer agrees to provide City with copies of required policies upon request.
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IN WITNESS WHEREOF, the parties hereto have executed this Agreement.

CITY OF EASTVALE DEVELOPER
By: By:

Henry Garcia, Acting City Manager Title

Dated: Dated:

APPROVED AS TO FORM:

Erica Vega, City Attorney
Senior Vice President of Development 5/18/2022
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EXHIBIT “A”

EXHIBIT OF ENHANCED LANDSCAPE
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1%%189" SHEET INDEX COVER SHEET IRRIGATION PLAN WATER MANAGEMENT INFORMATION SHADING PLAN PLANTING LEGEND & SECTIONS PLANTING PLAN ENLARGEMENTS & DETAILS IRRIGATION & PLANTING DETAILS IRRIGATION SPECIFICATIONS PLANTING SPECIFICATIONS KEY MAP N.T.S. VICINITY MAP L-1 L-2 THRU L-14 L-15 & L-15B L-16 L-17 L-18 THRU L-30 L-31 L-32 L-33 L-34 NORTH NORTH SCALE: 1" = 150'-0" 0 150' 300' 450' COVER SHEETL-1 AJ/AP EXP. 11-30-23 P O
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 L-2 & L-18 L-5 & L-21 L-4 & L-20 L-3 & L-19 L-6 & L-22 L-7 & L-23 L-8 & L-24 L-9 & L-25 L-10 & L-26 L-11 & L-27 L-12 & L-28 L-13 & L-29 L-14 & L-30 LANDSCAPE ARCHITECTURAL DRAWINGS FOR: THE HOMESTEAD PREPARED FOR: LIMONITE AVE. AND ARCHIBALD AVE. CITY OF EASTVALE, CA GENERAL NOTES 1. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT IN ORDER TO SCHEDULE A PRE-CONSTRUCTION MEETING PRIOR TO STARTING ANY WORK. THE CONTRACTOR SHALL CONFIRM THAT HE IS WORKING FROM THE CURRENT CITY APPROVED LANDSCAPE & IRRIGATION DWGS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED PERMITS ASSOCIATED WITH THIS PROJECT RELATING TO HARDSCAPE, IRRIGATION & PLANTING INSTALLATIONS. 3. ALL LANDSCAPE & HARDSCAPE IMPROVEMENTS SHALL BE APPROVED BY THE CITY OF EASTVALE'S LANDSCAPE PLANNING DIVISION PRIOR TO ANY CONSTRUCTION. 4. THE PLANT MATERIAL SUPPLIER/ OR LANDSCAPE CONTRACTOR SHALL PROVIDE GUARANTEED EVIDENCE TO LAND. ARCH. THAT ALL PLANT MATERIAL IS CONSISTENT WITH THE APPROVED PLANT LEGEND CONSIDERING GENUS, SPECIES, CULTIVARS, AND SIZE SPECIFIED. ALL PLANT MATERIAL NOT CONSISTENT WITH THE PLANT LEGEND MAY BE REJECTED. 5. ALL REVISIONS AND CHANGE ORDERS TO THE APPROVED LAND. ARCH. PLANS AND SPECIFICATIONS ARE SUBJECT TO THE REVIEW AND APPROVAL BY THE LAND. ARCH. & PROPERTY OWNER BEFORE WORK MAY CONTINUE. 6. ALL REVISIONS AND CHANGE ORDERS MUST ALSO BE APPROVED BY THE CITY LANDSCAPE ARCHITECT IN WRITING PRIOR TO APPROVAL OF CHANGES OR SUBSTITUTIONS. 7. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) BEFORE THE START OF CONSTRUCTION AT 811 DIG-ALERT. 8. REFER TO SITE CONSTRUCTION PLANS, IRRIGATION & PLANTING PLANS FOR SPECIFIC NOTES PERTAINING TO THESE TASKS. 9. ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF EASTVALE'S STANDARDS RELATING TO EROSION CONTROL, PORTABLE TOILETS, ETC. 10. ALL IRRIGATION IMPROVEMENTS SHALL COMPLY WITH THE CA. STATE WATER ORDINANCE 1881 & THE CITY'S IRRIGATION STANDARDS AND GUIDELINES FOR WATER EFFICIENT LANDSCAPES. 11. SOIL TEST SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT WITH PROOF OF AMENDMENTS USED AND QUANTITIES AS DIRECTED BY THE SOIL REPORT. 12. SOIL TEST SHALL INCLUDE ONLY ORGANIC FERTILIZERS, MUST INCLUDE 50 POUNDS OF TRI-C ENTERPRISES HUMATE PER 1,000 SQUARE FEET, AND INCLUDE MYCORRHIZAE IN EACH PLANT PIT. 13. AN IRRIGATION AUDIT, AS-BUILT, CONTROLLER CHARTS, AND SIGNED SPRINKLER SYSTEM GUARANTEE ARE REQUIRED TO BE EMAILED TO THE CITY PLANNING DIVISION AND CITY LANDSCAPE ARCHITECT PRIOR TO THE FINAL LANDSCAPE INSPECTION. 14. A WATER AUDIT REQUIRED FROM AN I.A. CERTIFIED INDEPENDENT COMPANY PRIOR TO THE FINAL INSPECTION BY THE CITY. IN WRITTEN FORM CERTIFY THAT THE IRRIGATION SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND APPROVED CHANGES TO THE PLANS BY THE CITY OF EASTVALE. 15. IRRIGATION CONTROLLER NEEDS TO BE CERTIFIED WITH CONTROLLER CHARTS LAMINATED INSIDE PRIOR TO THE FINAL INSPECTION BY THE CITY. DERMODY PROPERTIES 530 TECHNOLOGY DRIVE, SUITE 100 IRVINE, CA 92618 CONTACT: KARSEN KEEVER PH: (206) 947-0789 EMAIL: [email protected] CONTRACTOR SHALL NOTIFY THE CITY LANDSCAPE ARCHITECT, LAURIE LEVINE (951)970-5667/ [email protected] WITH A MINIMUM 48-HOUR NOTICE OF A PRE-LANDSCAPE CONSTRUCTION MEETING REQUIRED PRIOR TO INITIATION OF ANY IRRIGATION OR LANDSCAPE SITE WORK. CITY OF EASTVALE PLAN REVIEW THESE PLANS HAVE BEEN REVIEWED AND ARE FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE APPLICABLE CODES ADOPTED BY ORDINANCES. APPROVAL IS RECOMMENDED FOR LANDSCAPE CONSTRUCTION PENDING APPROVAL BY ALL APPLICABLE CITY DEPARTMENTS AND AGENCIES. NO CHANGES, MODIFICATIONS, NOR ALTERATIONS SHALL BE PERMITTED WITHOUT PRIOR AUTHORIZATION FROM THE PLANNING DEPARTMENT. THE PERMITTEE SHALL ENSURE THAT ALL PLANS, SPECIFICATIONS AND CONSTRUCTION CONDUCTED HEREUNDER SHALL COMPLY IN ALL RESPECTS TO THE APPLICABLE CODES, ORDINANCES, AND THESE APPROVED PLANS. BY COMMENCING CONSTRUCTION HEREUNDER, THE CONTRACTOR AGREES TO RELEASE AND INDEMNIFY THE CITY OF EASTVALE AND ITS CONSULTANTS FROM AND AGAINST ANY CODE VIOLATIONS, ERRORS, OMISSIONS, AND DEVIATIONS IN THE COMPLETED WORK. THE ISSUANCE OR GRANTING OF A PERMIT BASED ON APPROVAL OF THESE PLANS SHALL NOT ALLOW NOR APPROVE ANY VIOLATION OF THE APPLICABLE CODES OR ORDINANCES. NO PERMIT PRESUMED TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF SUCH CODES OR ORDINANCE SHALL BE VALID. BY: DATE: *ALL REVISIONS OF APPROVED PLANS ARE REQUIRED TO BE RESUBMITTED TO THE CITY OF EASTVALE. NOTE: PROJECT DATA (SQUARE FOOTAGE CALCULATIONS) BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 TOTAL 401,355 133,953 109,821 349,863 223,256 944,809 2,163,057 S.F. NET SITE AREA IN S.F. 60,444 32,841 17,174 44,649 35,991 112,348 303,447 S.F. = 14% LANDSCAPE AREA PROVIDED IN S.F. DEVELOPER ORBIS REAL ESTATE PARTNERS 280 NEWPORT CENTER DR. SUITE 240 NEWPORT BEACH, CA 92660 TEL: (949) 330-7564 CONTACT: GRANT ROSS EMAIL: [email protected] ARCHITECT HPA 18831 BARDEEN AVE. IRVINE, CA 92612 (949) 863-1770 CONTACT: SHA LIU MAHONEY EMAIL: [email protected] CIVIL ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 765 THE CITY DRIVE SUITE 200 ORANGE, CA 92868 (714) 786-6225 CONTACT: BRIAN GILLIS EMAIL: [email protected] VEHICULAR USE AREA REQUIREMENTS REQUIRED 50+ SPACES REQUIRES 50% MINIMUM SHADE COVER (99,909 SF PARKING X .50 = 49,955 SF SHADE) PROVIDED 49,608 SF OF SHADE (49,608 / 99,909 SF = 50%) NOTE: AREAS SPECIFICALLY DELINEATED AND IDENTIFIED AS AIRPORT LAND USE ZONES MAY BE CONSIDERED EXEMPT FROM THESE REQUIREMENTS, SEE PLANTING PLAN FOR DESIGNATED AREAS. TREES SHALL BE PLANTED AND MAINTAINED THROUGHOUT THE PARKING LOT AREA TO ENSURE THAT WITHIN 15 YEARS, THE PERCENTAGE OF THE PARKING AREA THAT IS SHADED IS NO LESS THAN THE MINIMUM AMOUNT REQUIRED (50%) 1. PRE-JOB CONFERENCE: REQUIRES 7 CALENDAR DAYS' NOTICE TO SCHEDULE THE PRE-JOB CONFERENCE. PRIOR TO THE PRE-JOB MEETING, THE SOIL FERTILITY REPORT SHALL BE PROVIDED VIA EMAIL ([email protected]). LANDSCAPE CONTRACTOR SHALL PROVIDE THE SOIL FERTILITY REPORT, FROM A CERTIFIED LABORATORY INCLUDING RECOMMENDATIONS FOR ORGANIC PRE-PLANT SOIL AMENDMENTS, ORGANIC PRE-PLANT FERTILIZER, AND ORGANIC SPECIFICATIONS FOR LONG-TERM MAINTENANCE. THE RECOMMENDATIONS SHALL FOLLOW THE FERTILIZER MANUFACTURER'S ANALYSIS MUST BE REPRESENTATIVE OF SITE SOIL, AND IT SHALL INCLUDE THE FOLLOWING: SOIL TEXTURE, PERCENTAGE OF ORGANIC MATTER, SOIL INFILTRATION RATE(MEASURED OR DERIVED FROM SOIL TEXTURE/INFILTRATION RATE TABLES), PH, TOTAL SOLUBLE SALTS, MACRO NUTRIENTS, MICRO NUTRIENTS, RECOMMENDATIONS FOR ORGANIC FERTILIZERS AND AMENDMENTS. 2. IRRIGATION PRESSURE MAIN LINE INSTALLATION AND TESTING: REQUIRES 48 HOURS' NOTICE TO SCHEDULE INSPECTION. INSPECTION MUST TAKE PLACE PRIOR TO BACKFILLING TRENCHES. 3. IRRIGATION SYSTEM LAYOUTS: REQUIRES 48 HOURS' NOTICE TO SCHEDULE INSPECTION. 4. IRRIGATION COVERAGE TEST: REQUIRES 48 HOURS' NOTICE TO SCHEDULE INSPECTION. INSPECTION MUST OCCUR PRIOR TO TOP MULCH. 5. PLANT MATERIAL INSPECTIONS: REQUIRE 48 HOURS' NOTICE TO SCHEDULE INSPECTION. 6. PLANT PIT INSPECTIONS: REQUIRES 48 HOURS' NOTICE TO SCHEDULE INSPECTION. 7. PLANT BACKFILL AND FERTILIZER INSPECTIONS: REQUIRES 48 HOURS' NOTICE TO SCHEDULE INSPECTION. 8. FINAL INSPECTION OF INSTALLATION: REQUIRES 48 HOURS' NOTICE TO SCHEDULE INSPECTION. INSPECTION MUST TAKE PLACE PRIOR TO COMMENCEMENT OF WORK. ALL IRRIGATION & PLANTING SHALL BE INSTALLED PER MANUFACTURE SPECS AND PLANS. LIMONITE AVE.

LIMONITE AVE.

ARCHIBALD AVE. WATER EFFICIENT LANDSCAPE DESIGN WATER EFFICIENT LANDSCAPE DESIGN SHALL COMPLY WITH THE CITY OF EASTVALE'S IRRIGATION GUIDELINES AND CALIFORNIA ORDINANCE AB 1881. LANDSCAPE ARCHITECT DATE 8-27-20 LONG TERM MAINTENANCE NOTES AND SCHEDULES A REGULAR MAINTENANCE SCHEDULE SATISFYING THE FOLLOWING CONDITIONS SHALL INCLUDE THE FOLLOWING: 1. LANDSCAPE MAINTENANCE SHALL INCLUDE THE GENERAL CARE AND MAINTENANCE OF ALL AREAS AND CONSIST OF PROPER WATERING, PRUNING, FERTILIZATION, WEEDING, REPLENISHING MULCH, RODENT CONTROL, AND CLEANUP. LANDSCAPE MAINTENANCE SHALL ALSO INCLUDE THE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM. 2. CONTROL ALL HARMFUL DISEASES AND PESTS. ALL CHEMICAL APPLICATIONS MUST BE PER STATE LICENSED ADVISORS AND APPLICATORS. 3. PRUNING SHALL BE DONE FOR REMOVAL OF DEADWOOD, CROSS-BRANCHING, AND SHRUB AND GRASS BLOOMS TO BE CUT AFTER BLOOM PERIOD, PER INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS (ISA). PLANTS SHALL NEVER BE SHEARED UNLESS SPECIFIED ON THE APPROVED PLAN. TREES ARE TO BE ALLOWED TO GROW TO THE DESIGNED SIZE AND TO PROVIDE MAXIMUM SHADING OF PAVED AREAS. TOPPING OF TREES IS NOT AN ACCEPTABLE PRUNING METHOD. TREE STAKES AND TIES SHALL BE REMOVED AFTER THE ROOTS BECOME ESTABLISHED TO PREVENT GIRDLING OF THE TRUNK FOR TIGHT TREE TIES. 4. IRRIGATION SYSTEMS SHALL BE MAINTAINED FOR OPTIMUM PLANT GROWTH WITH MINIMAL RUNOFF AND OVERSPRAY TO ENSURE WATER EFFICIENCY. 5. A REGULAR IRRIGATION MAINTENANCE SCHEDULE SHALL INCLUDE, BUT NOT LIMITED TO CHECKING, ADJUSTING AND REPAIRING IRRIGATION EQUIPMENT, AND RESETTING AUTOMATIC CONTROLLER(S) AS NEEDED. 6. PROGRAM CONTROLLERS PER CURRENT CALIFORNIA IRRIGATION MANAGEMENT INFORMATION SYSTEMS (CIMIS) (805-644-4921). 7. ALWAYS REPLACE IRRIGATION EQUIPMENT AND HEADS WITH SAME MANUFACTURER OR ONE OF EQUAL MATCHING PRECIPITATION RATES AND APPROVED EQUAL BY CITY LANDSCAPE ARCHITECT. "ON-SITE" NOTE: THESE REVISED DWGS. REFLECT ADDITIONAL PLANTING AND IRRIGATION AS REQUIRED BY CITY. PRIMARILY ALONG LIMONITE AVE. STREET FRONTAGE. 1 309

TRUCK YARD
ARCHIBALD AVE. BUILDING 1 TRUCK YARD MATCH LINE ON SHEET L-3 MATCH LINE ON SHEET L-2
MATCH LINE ON SHEET L-4 1"A-57 [BUBBLER] 1"A-420 [DRIP] 1"A-2920 [BUBBLER] 1½" A-2838 [DRIP] 1½"A-145 [DRIP] 1"A-316 [DRIP] 1"A-218 [BUBBLER] 1"A-2716 [DRIP] A-2617 [DRIP] MATCH LINE ON SHEET L-4 MATCH LINE ON SHEET L-2 2" SL 212" 6" SL 212" 212" 2" SL6" SL 212" 212" 212" 212" 212" 2" SL 6" SL 1½"A-638 [DRIP] 4" SL2" 112" SL 34" 34" 112" SL 112" SL 34" 34" 112" SL 2" SL 114" 1" 2" SL 34" 1" 34" 114" 1" 34" 34" 34"34"34" 34"34" 34" 34" 34" 2" SL 114" 4" SL2" 34" 34" 34" 34" 3 4" 3 4" 3 4" 1"A-712 [BUBBLER] 1" 34"34" 34" 34"34" 1"A-772 [DRIP] 1%%189
SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-2 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 ENLG. 'A' ENLARGEMENT 'A' SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 112" 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 112" * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 12" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 12" X 2 @ 1" WITH 150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 12" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. MVFS W.1LF NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT. AB RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. FUTURE RECYCLED WATER IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. W.2 S TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 310
ARCHIBALD AVE. BUILDING 1 LIMONITE AVE. MATCH LINE ON SHEET L-3 MATCH LINE ON SHEET L-2 MATCH LINE ON SHEET L-3
MATCH LINE ON SHEET L-4 MATCH LINE ON SHEET L-13 MATCH LINE ON SHEET L-3 1"A-914 [DRIP] 1½" A-1237 [DRIP] 1"A-1120 [BUBBLER] 1"A-1416 [BUBBLER] 1½" A-1339 [DRIP] 1"A-1520 [DRIP] 2 1
2" 2
1 2"
2 1 2 2" 1
2"
2 1
2"
3 4
"
2 1
2" 2" SL 6" SL 4" SL2" 1½" A-1037 [DRIP] 4" SL2" 1½"A-838 [DRIP] 4" SL 2" 4" SL 2" 2" SL 1 1
4 "
3 4
"
3 4
"
3 4
"
3 4
" 3
4 " 2" SL
1 1
4 "
3 4
"
3 4
" 1" 3
4 " 3
4 "
3 4
" 1" 3
4 " TYP. BUBBLER HEADS AT TREE ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS 1%%189
ENLG. 'B' ENLARGEMENT 'B' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-3 AP EXP. 11-30-23 P O
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO SHEET L-2 FOR IRRIGATION LEGEND. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 1 1
2 " 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 1 1
2 " * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 1 2" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 1 2" X 2 @ 1" WITH
150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 1 2" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. MVFS W.1LF NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT.

AB RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. FUTURE RECYCLED WATER IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. W.2 S TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 1
1 311
TRUCK YARD BUILDING 1 LIMONITE AVE.

MATCH LINE ON SHEET L-2
MATCH LINE ON SHEET L-4
MATCH LINE ON SHEET L-3
MATCH LINE ON SHEET L-4
MATCH LINE ON SHEET L-4 MATCH LINE ON SHEET L-5 MATCH LINE ON SHEET L-12 MATCH LINE ON SHEET L-4 1"A-2617 [DRIP] 1½" A-2137 [DRIP] 1½" A-2333 [DRIP] P.L. 1½" A-1639 [DRIP] 1½" A-2026 [BUBBLER] 1½" A-1727 [BUBBLER]MATCH LINE ON SHEET L-2 6" SL 2" SL 1"A-2515 [DRIP] 1"A-1920 [DRIP] 1½" A-1839 [DRIP] 1½" A-2237 [DRIP] 1½" A-2438 [DRIP] 212" 212" 212" 212" 212" 212" 212" 212" 2" 212" 212" 212" 212" 4" SL 212" 6" SL 2" SL 4" SL 2" 4" SL 2" 4" SL 2" 4" SL 2" 34" 112" SL 114" 3 4" 3 4" 3 4" 3 4" 34 3 " 4" 34" 34" 114" 34" 34" 34" 34" 34" 34" 34" 34" 1" 1" 2" SL 114" 3" 3" 2" SL 6" SL 2" SL 6" SL 2" 2" 2" SL 34" " SL34" " 34" 112" SL 112" SL [BUBBLER] 28 1"A-752 [MODULAR] 1"A-762 [DRIP] ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS INSTALL DRIP IRRIGATION EXTEND DRIP IRRIGATION WITHIN PLANTER 1%%189
ENLG. 'C' ENLARGEMENT 'C' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-4 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO SHEET L-2 FOR IRRIGATION LEGEND. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 112" 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 112" * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 12" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 12" X 2 @ 1" WITH 150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 12" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. MVFS W.1LF NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT. AB RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. FUTURE RECYCLED WATER IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. W.2 S TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE 1 FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 1 1 1 312
TRUCK YARD BUILDING 2
LIMONITE AVE.

MATCH LINE ON SHEET L-4 MATCH LINE ON SHEET L-5
MATCH LINE ON SHEET L-5 MATCH LINE ON SHEET L-6
MATCH LINE ON SHEET L-12
MATCH LINE ON SHEET L-11
MATCH LINE ON SHEET L-5 MATCH LINE ON SHEET L-11 1½" A-2333 [DRIP] P.L. P.L. 1½" A-3526 [BUBBLER] 1½" A-3733 [DRIP] 1"A-3620 [DRIP] 1"A-3219 [DRIP] 1"A-3019 [BUBBLER] 1"A-3116 [DRIP] 1"A-3319 [DRIP] 1"A-34 9 [BUBBLER] 1"A-39
4 [BUBBLER] 1"A-38
9 [DRIP] 1"B-3018 [DRIP] 1½" A-2438 [DRIP]
2"
2 1
2" 4" SL 2" SL 4" SL
3 4" 4" SL
3"
3"
3"
3" 2" SL 6" SL
3 4
" 1
1 2" SL
3 4"
3 4"
3 4" 3
4"
3 4"
3 4"
1 1
2" SL.
2"
2"
2"
2"
2" 2" SL 2" SL 1" 2"
3 4
"
3 4
" 3
4 "
3 4
"
3 4
"
3 4
"
1 1
4 "
1 1
2" SL
3 4
"
3 4
"
3 4
"
3 4
"
3 4
"
3 4
"
3 4
"
3 4
"
3 4
"
3 4
"
1 1
2 " SL 1½" B-3125 [DRIP] 2" SL 1
1 2
"
3"
3"
3" 1"A-75
2 [MODULAR] 1"B-62
2 [DRIP]
3 4
" 1"B-X19 [BUBBLER] ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS

C B A A
A
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A
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A
A
A
A
A
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B
B
B
B
B
B
B
B
B
B
B
C
C
C
C
C
C
C
C
C
C
C
C
C
B
A
1%%189
ENLG. 'D' ENLARGEMENT 'D' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-5 AP EXP. 11-30-23 P O
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CT
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO SHEET L-2 FOR IRRIGATION LEGEND. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 1 1
2 " 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 1 1
2 " * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 1 2" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 1 2" X 2 @ 1" WITH
150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 1 2" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. MVFS W.1LF NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT.

AB RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. FUTURE RECYCLED WATER IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. W.2 S TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 1
1 313
TRUCK YARD TRUCK YARD BUILDING 3
LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE.

MATCH LINE ON SHEET L-5 MATCH LINE ON SHEET L-6
MATCH LINE ON SHEET L-6 MATCH LINE ON SHEET L-7
MATCH LINE ON SHEET L-11 MATCH LINE ON SHEET L-6
MATCH LINE ON SHEET L-9 MATCH LINE ON SHEET L-7
A WALL MOUNTED CONTROLLER 120 V. ELEC. SERVICE REQUIRED. P.L.

FS
MV W.1 1"A-39
4 [BUBBLER] 1"A-38
9 [DRIP] 1"A-4220 [DRIP] 1½" A-4045 [DRIP] 1½" A-4127 [BUBBLER] 1½" A-4327 [DRIP] 1"A-4513 [DRIP] 1½" A-4724 [DRIP] 1"A-4611 [BUBBLER] 1½" A-5235 [DRIP] 1½" A-5324 [BUBBLER] 1"B-2920 [DRIP] 3 4
"
3 4
" 1"A-4412 [BUBBLER] 6" SL POINT OF CONNECTION AT 1 1
2" IRRIGATION WATER METER NO. 1. (FUTURE RECYLCED
WATER) VERIFY EXACT LOCATION IN THE FIELD. · STATIC WATER PRESSURE = 65 PSI · MAX DEMAND = 52 PSI DIAGRAM ON SHEET L-6.

FS
MV
W.2 1½" B-2833 [BUBBLER] 2" SL 2" SL
3" 3"
3"
3" 2" SL
3 4"
3 4
"
3 4
"
3 4
"
3 4
"
3"
3"
3 4
" 3
4 "
3 4
"
3 4
"
3 4
"
3 4
"
3 4
"
3 4
" 2" SL
1 1
2 " 2"
1 1
4 " 4" SL.
3 4
"
3 4
"
3 4
"
3 4
"
3 4
" 3
4 "1"
3 4
"
2"
1 1
2 " SL.
2"
2"
2" 4" SL
2 1
2 " 1½" A-5438 [DRIP]
3 4" 3
4"
1 1
2 " SL
3 4
" 3
4 "
1 1
2" SL
3 4
" 1
1 2" SL
3 4
" 1
1 2" SL
3 4
"
1 1
2" SL
3 4
"
3 4
" 6" SL
1 1
2" SL.
1 1
2" SL.
2 1
2"
1 1
2" SL.
3 4
" 1"B-2610 [BUBBLER] 1"B-2518 [DRIP] 2" SL 1" 2" SL 4" SL 3"
3"
3"
2"
S
S 1½" A-xx37 [MODULAR]
3 4
"
3 4
" 1"B-61 [DRIP] A-74
2 [DRIP] 1%%189" ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS 1%%189
CONTROLLER ('A') IRRIGATION CONTROLLER PER LEGEND. 120 V. ELEC. REQ. 3 5
4 MV
2 MANIFOLD ASSEMBLY AS REQUIRED
6 IRRIGATION POINT OF CONNECTION DIAGRAM N.T.S. FS
A KEY NOTES: 1. NEW 1 1
2" WATER METER PER LEGEND 2. 2" BACKFLOW UNIT PER LEGEND 3. 2" MASTER VALVE PER LEGEND 4. FLOW SENSOR PER LEGEND 5. GATE VALVE PER LEGEND 6. IRRIGATION MAIN LINE PER PLAN 7. FUTURE STRAINER FOR RECYCLED WATER WITH ISOLATION VALVES ON EACH SIDE. 1 W.1
7 S
5 5 ENLARGEMENT 'E' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-6 AP EXP. 11-30-23 P O
F SIGNATURE NO. 2076S
A ST
F
TE
O

CALI DATE

DE ER T IS G RE
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AN
D
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SCA
PET
A
ORNI
CHITE
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CT
E
AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 ENLG. 'E' REFER TO SHEET L-2 FOR IRRIGATION LEGEND. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 1 1
2 " 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 1 1
2 " * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 1 2" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 1 2" X 2 @ 1" WITH
150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 1 2" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. MVFS W.1LF NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT.

AB RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. FUTURE RECYCLED WATER IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. W.2 S TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 1
1 314
BUILDING 4 TRUCK YARD
LIMONITE AVE.

MATCH LINE ON SHEET L-6 MATCH LINE ON SHEET L-7 MATCH LINE ON SHEET L-8 MATCH LINE ON SHEET L-7 MATCH LINE ON SHEET L-9 MATCH LINE ON SHEET L-7
A WALL MOUNTED CONTROLLER 120 V. ELEC. SERVICE REQUIRED. 1½" A-4327 [DRIP] 1"A-4513 [DRIP] 1½" A-4724 [DRIP] 1"A-4611 [BUBBLER] 1½" A-5025 [BUBBLER] 1"A-5120 [DRIP] 1½" A-5235 [DRIP] 1½" A-5324 [BUBBLER] 1½" A-5535[DRIP] 1"A-4412 [BUBBLER] 6" SL POINT OF CONNECTION AT 1 WATER METER NO. 1. (FUTURE RECYLCED WATER) VERIFY EXACT LOCATION IN THE FIELD. · STATIC WATER PRESSURE = 65 PSI · MAX DEMAND = 52 PSI DIAGRAM ON SHEET L-6. 6" SL 2" SL 2" SL 2" SL 3" 2" SL
2 1
2"
3"
3"
3 4
"
3 4
"
3 4
"
3 4
" 3
4 "1"
3 4
"
2"
2"
2"
2" 4" SL 1½" A-4932 [DRIP] 1½" A-4831 [DRIP]
3 4" 1"
3 4" 1"
3 4"
3 4"
3 4"
2 1
2"
2 1
2"
2 1
2" 2
1 2"
2 1
2"
2 1
2 " 1½" A-5438 [DRIP]
3 4" 3
4"
1 1
2 " SL
3 4
" 3
4 "
1 1
2" SL
3 4
" 1
1 2" SL
3 4
" 1
1 2" SL
3 4
"
1 1
2" SL
3 4
"
3 4
" 6" SL
1 1
2" SL.
1 1
2" SL.
2 1
2"
2 1
2"
1 1
2" SL.
3 4
"
3 4
" 1"A-73
4 [DRIP] 1"A-74
2 [DRIP] ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS

C B A A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
B
B
B
B
B
B
B
B
B
B
B
B
C
C
C
C
C
C
C
C
C
C
C
C
C
B
A
1%%189
SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-7 AP EXP. 11-30-23 P O
F SIGNATURE NO. 2076S
A ST
F
TE
O

CALI DATE

DE ER T IS G RE
O
T
ER
SC
AN
D
L
SCA
PET
A
ORNI
CHITE
N
CT
E
AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 ENLG. 'F' ENLARGEMENT 'F' REFER TO SHEET L-2 FOR IRRIGATION LEGEND. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 1 2" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 1 2" X 2 @ 1" WITH
150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 1 2" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. MVFS W.1 FUTURE RECYCLED WATER W.2 SYSTEM FLOW STA.# VALVE SIZE SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON A-1 ZONE SIZE. MAX. 1 1 2
" 30 A-2
1 1
2 " * EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. LF AB
S GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT. RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 1
1 315
BUILDING 4 TRUCK YARD LIMONITE AVE. LIMONITE AVE. TYP. TRASH PER ARCH. DWGS. TRUCK YARD MATCH LINE ON SHEET L-8 MATCH LINE ON SHEET L-7 MATCH LINE ON SHEET L-9
MATCH LINE ON SHEET L-8
MATCH LINE ON SHEET L-9 MATCH LINE ON SHEET L-8 1"A-6622 [BUBBLER]1½" A-6740 [DRIP] 1"A-6219 [DRIP] 1"A-619 [BUBBLER] 1½" A-64* [DRIP]1½" A-6331 [BUBBLER] 1½" A-5735 [DRIP] 1½" A-59* [DRIP] 1½" A-5832 [BUBBLER] 1"A-5625 [BUBBLER] 1½"B-245 [DRIP] 1½"B-138 [DRIP] 1"B-320 [BUBBLER] 1"B-420 [DRIP] 1½"B-532 [BUBBLER] 34" 1" 34" 112" SL 4" SL 2" 1" 34" 3 4" 3 4" 1" 4" SL 2" 212" 212" 212" 212" 212" 212" 1½" A-6034 [DRIP] 4" SL 2" 4" SL 2" 34" 34" 34" 34" 1" 1" 114"114" 114" 114" 34" 34" 112" SL 34" 34" 34" 112" SL 34" 34" 34" 112" SL 112" SL34" 1½" A-6540 [DRIP] 1" 34" 2" SL 34" 34" 34" 1" 114" 212" 212" 212" 212" 2 "21 2" SL 34" 34" 134" 34" 34" 34" 1"B-513 [DRIP] 1"B-620 [DRIP] 112" SL 112" SL 112" SL 34" 34" 34" 2" SL 6" SL 2" SL 1" 6" SL 2" 3" 3"
3"
3"
3"
3"
3"
3"
3" 1"B-632 [DRIP] 1"A-702 [DRIP] 1"A-712 [DRIP] 1"A-722 [DRIP] ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS TYP. MODULAR STRUCTURE EXTEND DRIP IRRIGATION EXTEND DRIP IRRIGATION 1%%189
ENLG. 'G' ENLARGEMENT 'G' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-8 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO SHEET L-2 FOR IRRIGATION LEGEND. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 112" 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 112" * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 12" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 12" X 2 @ 1" WITH 150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 12" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. MVFS W.1LF NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT. AB RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. FUTURE RECYCLED WATER IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. W.2 S TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 1 1 1 11 1 316
BUILDING 5
LIMONITE AVE.

LIMONITE AVE. TRUCK YARD
MATCH LINE ON SHEET L-9
MATCH LINE ON SHEET L-8
MATCH LINE ON SHEET L-10
MATCH LINE ON SHEET L-9
MATCH LINE ON SHEET L-11 MATCH LINE ON SHEET L-6
MATCH LINE ON SHEET L-9 MATCH LINE ON SHEET L-7
MATCH LINE ON SHEET L-9 MATCH LINE ON SHEET L-8 1½" A-5535[DRIP] 1½"B-532 [BUBBLER] 1"B-1420 [BUBBLER] 1½" B-1337 [DRIP] 1"B-1114 [BUBBLER] 1½" B-1238 [DRIP] 1½" B-1036 [DRIP] 1½"B-731 [DRIP] 1"B-813 [BUBBLER] 2" SL 3 4
" 3
4 " 1½" B-2448 [DRIP]
FS
MV
W.2 1"
2 1
2"
2 1
2"
1 1
2" SL.
3 4
"
3 4
"
3 4
"
3 4
" 1"B-620 [DRIP] 1½" B-1537 [DRIP] 1½"B-931 [DRIP] 1½" B-2333 [DRIP] 2" SL 6" SL 2" SL 6" SL 2" SL 4" SL 1 1
2" SL 2" SL 4" SL 4" SL 4" SL 2" SL
2" 2" 2"
2" 2"
2"
2"
2" 2" 2" 2" 2"
3"
3"
3"
3" 3"
3"
3"
3"
3" 2" SL 4" SL
2 1
2" 2
1 2"
S 1"A-68
2 [DRIP] 1"B-60
1 [DRIP]
3 4
"
3 4
" 1"B-63
2 [DRIP] LOCATIONS ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS TYP. MODULAR STRUCTURE EXTEND DRIP IRRIGATION ARCHIBALD AVE. BUILDING 1 TRUCK YARD LIMONITE AVE.

ARCHIBALD AVE. BUILDING 1 TRUCK YARD BUILDING 2 BUILDING 1 TRUCK YARD BUILDING 3 BUILDING 4 BUILDING 4 TRUCK YARD BUILDING 5 TRUCK YARD TRUCK YARD BUILDING 6 BUILDING 6 BUILDING 6 BUILDING 6 BUILDING 6 ARCHIBALD AVE. ARCHIBALD AVE.

LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE. LIMONITE AVE.

LIMONITE AVE. TRUCK YARD LIMIT OF WORK AT P.L. TRUCK YARD TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. TRUCK YARD MODULAR WETLAND PER CIVIL PLANS

C B A A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
B
B
B
B
B
B
B
B
B
B
B
B
C
C
C
C
C
C
C
C
C
C
C
C
C
B
A
1%%189
ENLG. 'H' ENLARGEMENT 'H' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-9 AP EXP. 11-30-23 P O
F SIGNATURE NO. 2076S
A ST
F
TE
O

CALI DATE

DE ER T IS G RE
O
T
ER
SC
AN
D
L
SCA
PET
A
ORNI
CHITE
N
CT
E
AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO SHEET L-2 FOR IRRIGATION LEGEND. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 1 1
2 " 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 1 1
2 " * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 1 2" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 1 2" X 2 @ 1" WITH
150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 1 2" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. MVFS W.1LF NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT.

AB RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. FUTURE RECYCLED WATER IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. W.2 S TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 1
1 317
BUILDING 6 TRUCK YARD
MATCH LINE ON SHEET L-10
MATCH LINE ON SHEET L-9 MATCH LINE ON SHEET L-10 MATCH LINE ON SHEET L-11 [BUBBLER] 1½" B-1036 [DRIP] MATCH LINE ON SHEET L-14
MATCH LINE ON SHEET L-10 1½" B-2448 [DRIP] 1"B-2022 [BUBBLER] 2" SL 6" SL 1½" B-1731 [DRIP] 1½" B-1831 [DRIP] 1"B-1920 [DRIP] 34"1" 34" 1" 1½" B-2235 [DRIP] 1½" B-2333 [DRIP] 2" SL 6" SL 2" SL 4" SL 112" SL 34" 2" SL 4" SL 112" SL34" 4" SL 2" SL 2" 2" 2" 2" 2" 2" 2" SL 4" SL 21 2 2" 1 2 2" 12" 212" 212" 212" 212" 1½" A-xx37 [MODULAR] 1"B-582 [DRIP] 1"B-592 [DRIP] 1"A-682 [DRIP] 1"B-601 [DRIP] 1%%189
ENLG. 'I' ENLARGEMENT 'B' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-10 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO SHEET L-2 FOR IRRIGATION LEGEND. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 12" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 12" X 2 @ 1" WITH 150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 12" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. MVFS W.1LFAB FUTURE RECYCLED WATER W.2 S SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 112" 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 112" * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT. RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 318
BUILDING 3 BUILDING 6
LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE. MATCH LINE ON SHEET L-10 MATCH LINE ON SHEET L-11 MATCH LINE ON SHEET L-12
MATCH LINE ON SHEET L-11
MATCH LINE ON SHEET L-5 MATCH LINE ON SHEET L-11
MATCH LINE ON SHEET L-11 MATCH LINE ON SHEET L-6 1½" A-3526 [BUBBLER] 1½" A-3733 [DRIP] 1"A-3620 [DRIP] FS
MV W.1 1"A-39
4 [BUBBLER]
[DRIP] 1"A-4220 [DRIP] 1½" A-4045 [DRIP] 1½" A-4127 [BUBBLER] 1½" B-2737 [DRIP] 1"B-2920 [DRIP] 1"B-3018 [DRIP] POINT OF CONNECTION AT 1 1 2" IRRIGATION WATER METER NO. 1. (FUTURE RECYLCED
WATER) VERIFY EXACT LOCATION IN THE STATIC WATER PRESSURE = 65 PSI MAX DEMAND = 52 PSI DIAGRAM ON SHEET L-6.

FS
MV
W.2 POINT OF CONNECTION AT 1 1
2" IRRIGATION WATER METER NO. 2. (FUTURE RECYLCED
WATER) VERIFY EXACT LOCATION IN THE FIELD. · STATIC WATER PRESSURE = 65 PSI · MAX DEMAND = 51 PSI DIAGRAM ON SHEET L-11. 1½" B-2833 [BUBBLER] 4" SL 3" 3"
3"
3"
3"
3" 3
4 " 3
4 "
3 4
"
3 4
"
3 4
" 3
4 "
3 4
"
3 4
"
3 4
"
3 4
"
3 4
"
3 4
" 2" SL
1 1
2 " 2"
1 1
4 " 4" SL.
3 4
"
1 1
2 " SL. 1"B-2610 [BUBBLER] 1"B-2518 [DRIP] 1½" B-3125 [DRIP] 2" SL 1" 2" SL 1 1 2
"
1 1
2" SL
3 4
"
1 1
2" SL
3 4
" 2" SL 4" SL
3"
3"
3"
3"
3"
3"
3" 4" SL
2"
S
S
3 4
"
3 4
" 1"B-61
4 [DRIP] 1"B-62
2 [DRIP]
3 4
" 1"B-X19 [BUBBLER] 1%%189" ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS 1%%189
IRRIGATION POINT OF CONNECTION DIAGRAM N.T.S. CONTROLLER ('B') IRRIGATION CONTROLLER PER LEGEND. 120 V. ELEC. REQ. 3 5
4 MV
2 MANIFOLD ASSEMBLY AS REQUIRED
6 FS
B KEY NOTES: 1. NEW 1 1
2" WATER METER PER LEGEND 2. 2" BACKFLOW UNIT PER LEGEND 3. 2" MASTER VALVE PER LEGEND 4. FLOW SENSOR PER LEGEND 5. GATE VALVE PER LEGEND 6. IRRIGATION MAIN LINE PER PLAN 7. FUTURE STRAINER FOR RECYCLED WATER WITH ISOLATION VALVES ON EACH SIDE. 1 W.1
7 S
5 5 ENLG. 'J' ENLARGEMENT 'J' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-11 AP EXP. 11-30-23 P O
F SIGNATURE NO. 2076S
A ST
F
TE
O

CALI DATE

DE ER T IS G RE
O
T
ER
SC
AN
D
L
SCA
PET
A
ORNI
CHITE
N
CT
E
AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO SHEET L-2 FOR IRRIGATION LEGEND. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 1 1
2 " 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 1 1
2 " * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 1 2" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 1 2" X 2 @ 1" WITH
150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 1 2" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. MVFS W.1LF NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT.

AB RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. FUTURE RECYCLED WATER IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. W.2 S TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 1
319
LIMONITE AVE.

MATCH LINE ON SHEET L-12
MATCH LINE ON SHEET L-11
MATCH LINE ON SHEET L-13
MATCH LINE ON SHEET L-12 MATCH LINE ON SHEET L-12 MATCH LINE ON SHEET L-4 1"B-3420 [DRIP] 1½" B-3537 [DRIP] 1½" B-3629 [BUBBLER] 1½" B-3235 [DRIP] 1½" B-3737 [DRIP] 6" SL2" SL 1½" B-39 [BUBBLER] 28 1½" B-3335 [DRIP] 1½" B-3835 [DRIP] 4" SL 2" 4" SL 2" 2" SL 4" SL 2" SL 4" SL 3" 3" 3" 3" 3" 34" 112" SL 34" 112" SL 34" 112" SL 34" 1"B-632 [DRIP] ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS C B A A A A A A A A A A A A A A B B B B B B B B B B B B B B C C C C C C C C C C C C C B A 1%%189
ENLG. 'K' ENLARGEMENT 'K' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-12 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO SHEET L-2 FOR IRRIGATION LEGEND. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 112" 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 112" * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 12" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 12" X 2 @ 1" WITH 150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 12" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. MVFS W.1LF NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT. AB RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. FUTURE RECYCLED WATER IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. W.2 S TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 1 1 320
BUILDING 6
ARCHIBALD AVE. LIMONITE AVE.

MATCH LINE ON SHEET L-13
MATCH LINE ON SHEET L-12 MATCH LINE ON SHEET L-14 MATCH LINE ON SHEET L-13 MATCH LINE ON SHEET L-13 MATCH LINE ON SHEET L-3 TYP. DRIP SYSTEM 1"B-4317 [DRIP] 1½" B-4539 [DRIP] 1"B-4621 [BUBBLER] WALL MOUNTED CONTROLLER 120 V. ELEC. SERVICE REQUIRED. B 34" 1" 34" 1" TYP. TRANSFORMER PADS. ADJUST DRIP IRRIGATION AS REQUIRED 1½" B-4029 [DRIP] 1½" B-4122 [DRIP] 4" SL 2" 1½" B-4240 [DRIP] 6" SL 2" SL 3" 3" 3" 3" 3" 3" 6" SL 2" SL
3" 34" 112" SL 34" 112" SL 34" 112" SL 4" SL2"4" SL2" ADJUSTED TREE BUBBLER TO REFLECT NEW STREET FRONTAGE TREE LOCATIONS 1%%189
ENLG. 'L' ENLARGEMENT 'L' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-13 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO SHEET L-2 FOR IRRIGATION LEGEND. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 112" 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 112" * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 12" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 12" X 2 @ 1" WITH 150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 12" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. MVFS W.1LF NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT. AB RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. FUTURE RECYCLED WATER IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. W.2 S TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 1 1 321
TRUCK YARD BUILDING 6
ARCHIBALD AVE. MATCH LINE ON SHEET L-14 MATCH LINE ON SHEET L-13 1"B-4815 [BUBBLER] 1"B-4921 [BUBBLER] 1½" B-4743 [DRIP] 1"B-506 [DRIP] 1½" B-5140 [DRIP] 1½" B-5240 [DRIP] 1"B-5320 [BUBBLER] 1½" B-5537 [DRIP] MATCH LINE ON SHEET L-10 1½" B-1631 [DRIP] 1"B-5418 [DRIP] 34" 2" SL 6" SL 112" SL 3" SL 114" 112" SL 34" 114" 34"34" 34" 6" SL 2" SL 3" 3" 3" 3" 3"
3" 21 2 2" 12" 212" 3" 2" SL1" 4" SL2" 1"B-572 [DRIP] 1"B-562 [DRIP] 1%%189
ENLG. 'M' ENLARGEMENT 'M' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH IRRIGATION PLANL-14 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO SHEET L-2 FOR IRRIGATION LEGEND. SYSTEM FLOW STA.# VALVE SIZE AT CONTROLLER SYSTEM FLOW FOR SUB-SURFACE DRIP SYSTEM BASED UPON ZONE SIZE. MAX. SHALL NOT EXCEED 27 GPM. A-1 112" 30 A-2 GPM RAD. PSI REMARKS IRRIGATION HEADS SYMBOL MANUF. TYPE MODEL RAINBIRD (2) 1806-PRS-SAM-5BQ .5 TREE BUBBLER 30 6" POP-UP 112" * NOTE: INSTALL (2) BUBBLERS ALONG EACH SIDE OF TREE ROOT BALL. INSTALL BUBBLERS ON RAINBIRD 1806-PRS-SAM POP-UP BODY. PURPLE CAP. IRRIGATION LEGEND (RECYCLED WATER READY) LATERAL LINE PURPLE SCH 40 PVC PIPE (PURPLE) LASCO PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING SLEEVE TO BE TWICE THE SIZE OF LATERAL LINE (PURPLE) LATERAL LINE INSTALLED IN PURPLE SCH 40 PVC SLEEVE PRIOR TO PAVING (PURPLE) PRESSURE SUPPLY LINE 2" AND LARGER USE CLASS 315 PVC 1 12" AND SMALLER USE SCHEDULE 40. (PURPLE COLOR) NOTE: DRAWINGS ARE DIAGRAMMATIC, INSTALL MAINLINE IN PLANTING AREA. PRESSURE SUPPLY LINE INSTALLED IN SCH 40 PVC SLEEVE PRIOR TO PAVING. SLEEVE TO BE TWICE THE SIZE OF THE MAINLINE PIPE, PER PLAN. (PURPLE COLOR) REMOTE CONTROL VALVE BY RAINBIRD # PESB-R. LOCATE IN VALVE BOX. (PURPLE COLOR) DRIP IRRIGATION VALVE IN VALVE BOX. RAINBIRD XCZ-PRB-150-COM 1 12" X 2 @ 1" WITH 150-PESB FILTER AND 1" PR QUICK-CHECK BASKET FILTER (2). (PURPLE HANDLE & PURPLE VALVE BOX) QUICK COUPLER VALVE BY RAINBIRD #33-DNP. LOCATE IN PURPLE LOCKING VALVE BOX GATE VALVE BY NIBCO (LINE SIZE) T-113 (PURPLE VALVE BOX) POINT OF CONNECTION AT NEW 1 12" METER REFER TO "IRRIGATION P.O.C. DIAGRAM" ON SHT L-6 & L-11. VERIFY EXACT LOCATION IN FIELD. FEBCO #825YA (2" SIZE) REDUCED PRESSURE BACK FLOW UNIT INSTALLED IN PROTECTIVE STEEL CAGE BY STRONG BOX SBBC-30-SS. (PURPLE COLOR) 2" SIZE NORMALLY CLOSED MASTER VALVE BY GRISWOLD #2260 F-4076. REFER TO POINT OF CONNECTION DIAGRAM ON SHT. L-6 & L-11. NOTE: CONTRACTOR SHALL INSTALL REQUIRED RELAY FROM CONTROLLER. RAINBIRD FLOW SENSORS PRIMARY P.O.C.: FS100P 1" PVC INSTALL PER MANUFACTURER'S SPECIFICATIONS. EZ-FLO SYSTEMS-EZ-001-CX-CBV-150-FERTI-MAXX STARTER-25, 1.5 GALLON LIQUID FERTILIZING SYSTEM WITH 25 LB. BAG STARTER FERTILIZER. FUTURE TO BE TRI -C ENTERPRISES HUMANE. FUTURE 2" MAXI-CLEAN STRAINER BY YARDNEY (PURPLE COLOR) NOTE: OWNER WILL BE RESPONSIBLE FOR IT'S INSTALLATION IN THE FUTURE. CONTROLLER 'A' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. CONTROLLER 'B' 125 STATION WALL MOUNTED RAINBIRD ESP-LXME SMART CONTROLLER. LOCATED ON EXTERIOR WALL OF ELECTRICAL ROOM. 120 V. ELEC. REQ. INSTALL WITH IQ-COMMUNICATION CARTRIDGE ALONG WITH FLOW SENSOR & MASTER VALVE. REPRESENTS SUB-SURFACE DRIP IRRIGATION ZONE BY RAINBIRD XFS-P-09-12-500 DRIPLINE. FLOW: 0.9 GPH PER EMITTER (1.02 GPM PER 100 FT. OF TUBING) REFER TO GENERAL INSTALLATION DIAGRAM SHEET L-33. BURY DRIP TUBING BETWEEN 4-INCHES DEEP BELOW GRADE. NOTE: FLUSH VALVE BY RAINBIRD MDCPPCAP (COMPRESSION FITTING) LOCATED IN PURPLE SUBTERRANEAN EMITTER BOX. NO THREADED OUTLETS. AIR RELIEF VALVE KIT LOCATED IN PURPLE VALVE BOX. RAINBIRD *ARY050 INSTALL PER MANUFACTURER'S SPECIFICATIONS. FINAL LOCATIONS OF FLUSH VALVES & AIR RELIEF VALVES SHALL BE VERIFIED IN FIELD BASED UPON SPECIFIC "LOW POINTS" IN SYSTEM. OPERATIONAL INDICATION KIT #OPERIND WITH PURPLE CAP INCLUDE ON EACH DRIP VALVE.. MVFS W.1LF NOTE: CONTRACTOR SHALL INSTALL PURPLE COLORED IRRIGATION COMPONENTS THROUGHOUT. AB RECYCLED WATER NOTE: THIS PROJECT WILL UTILIZE RECYCLED WATER IN THE FUTURE. ALL IRRIGATION COMPONENTS SHALL BE PURPLE COLOR. FUTURE RECYCLED WATER IRRIGATION NOTE: THIS WILL BE A 2-WIRE SYSTEM WITH DECODER CONTROLLER. CONTRACTOR SHALL CALL RAINBIRD REPRESENTATIVE JOSH SEIPEL AT 909-693-8965 PRIOR TO ORDERING. REFER TO SHEET L-6 &L-11 FOR 'ON-SITE' METER LOCATIONS. W.2 S TYP. MODULAR WETLANDS STRUCTURES SHALL BE IRRIGATED WITH DRIP EMITTERS TIED INTO ADJACENT DRIP SYSTEM. CONTRACTOR SHALL VERIFY EXACT LOCATION IN THE FIELD. DISCUSS WITH LANDSCAPE ARCHITECT. REFER TO DETAIL 'D', SHEET L-15. 1 322
CONTROLLER A STATION NUMBERS DEC - FEB MAR. - MAY JUN. - AUG. SEP. - NOV IRRIGATION MAINTENANCE SCHEDULE (CONTROLLER 'A') TIME(MIN.) DAYS/WK TIME(MIN.) DAYS/WK TIME(MIN.) DAYS/WK DAYS/WK DRIP BUBBLER 12SYSTEM TYPE SYSTEM TYPE NOTE: WATER USE CALCULATIONS SHALL COMPLY WITH THE CITY OF EASTVALE'S IRRIGATION GUIDELINES AND CALIFORNIA ORDINANCE AB 1881. (X) = 'GERMINATION PERIOD' 1. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO STARTING ANY CONSTRUCTION. 2. THE DESIGN IS DIAGRAMMATIC ONLY. ALL PIPING, VALVES, BACK FLOW PREVENTOR, WIRING, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTER AREAS WHEREVER POSSIBLE. 3. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THESE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF FIXTURES, UTILITIES, SIGNS, POSTS, POLES, WALLS AND PAVING. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS (IF ANY) FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND UNDER PAVING, ETC. 5. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. ALL LATERAL, MAINLINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE OUTSIDE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING REFER TO PLAN. 7. ALL SLEEVES UNDER ROADWAYS SHALL BE SCHEDULE 40 (NEW). EXISTING SLEEVES SHALL REMAIN IN PLACE, IF EXTENSIONS ARE REQUIRED THE PIPE SHALL BE SCH. 40. LATERAL LINE SLEEVE UNDER PAVING SHALL BE SCHEDULE 40. ALL SLEEVES SHALL BE P.V.C. OR AS NOTED ON PLANS. 8. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE PLANS AND DETAILS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZE MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 9. THE CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 10. ADV (ANTI-DRAIN VALVE) UNITS MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION. THE CONTRACTOR SHALL VERIFY WITH THE ON SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND THE LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED. 11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 12. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE, ELIMINATING OVER-SPRAY ONTO WALKS, STREETS, WALLS, ETC. 13. THE IRRIGATION SYSTEM SHALL BE FULLY AUTOMATIC. CONTROL VALVES SHALL BE INSTALLED PER DETAILS. 14. ALL SLEEVES SHALL EXTEND BEYOND THE EDGE OF PAVING OR BACK OF CURB TO 3'. 15. THE CONTRACTOR SHALL NOTIFY THE VA'S REPRESENTATIVE IF STATIC WATER PRESSURE IS LESS THAN 65 PSI. 16. THE CONTRACTOR SHALL GUARANTEE ALL WORK & WORKMANSHIP FOR (1) FULL YEAR FROM ACCEPTANCE. 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE 100% COVERAGE. 18. ALL SUB-TERRAINEAN DRIP TUBING SHALL BE BURIED WITH MULCH (NOT VISIBLE). INSTALL ALL DRIP TUBING PER MANUFACTURER'S SPECIFICATIONS. TUBING BURIED 4" DEEP SUBGRADE PLANTING NOTES 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5) STA. A-1 STA. A-2 STA. A-3 STA. A-4 STA. A-5 STA. A-6 STA. A-7 STA. A-8 STA. A-9 STA. A-10 STA. A-11 STA. A-12 STA. A-13 STA. A-14 STA. A-15 STA. A-16 STA. A-17 STA. A-18 STA. A-19 STA. A-20 STB. A-21 STA. A-22 STA. A-23 STA. A-24 STA. A-25 STA. A-26 STA. A-27 STA. A-28 STB. A-29 STA. A-30 STA. A-31 STA. A-32 STA. A-33 STA. A-34 STA. A-35 STA. A-36 STA. A-37 STA. A-38 STA. A-39 STB. A-40 STA. A-41 STA. A-42 STA. A-43 STA. A-44 STA. A-45 STA. A-46 STA. A-47 STA. A-48 STA. A-49 STA. A-50 STB. A-51 STA. A-52 STA. A-53 STA. A-54 STA. A-54 STA. A-55 STA. A-56 STA. A-57 STA. A-58 STA. A-59 STA. A-60 STA. A-61 STA. A-62 STA. A-63 STA. A-64 STA. A-65 STA. A-66 STA. A-67 STA. A-68 STA. A-69 STA. A-70 STA. A-71 STA. A-72 STA. A-73 STA. A-74 STA. A-75 STA. A-76 STA. A-77 IRRIGATION NOTES (X) = 'GERMINATION PERIOD' NOTE: THE IRRIGATION SCHEDULE SHALL BE SET FOR 'GERMINATION PERIOD' FOR THE FIRST 3 MONTHS AFTER THE LANDSCAPE HAS BEEN PLANTED. AFTER 3 MONTHS THE IRRIGATION SCHEDULE SHALL BE SET FOR TYP. 'MAINTENANCE SCHEDULE', PER STATION. THE IRRIGATION SCHEDULE SHOWN IS FOR USE AS A GUIDE ONLY. THE CONTRACTOR SHALL FINE TUNE THE WATERING SCHEDULE FOR EACH VALVE STATION SO AS NOT TO ALLOW EXCESS SURFACE RUNOFF AND PROVIDE ADEQUATE SOIL SATURATION. TIME(MIN.) FLUSH VALVE DETAIL FLUSH-VALVE KEY NOTES: 1. FINISH GRADE 2. FLUSH CAP FOR EASY FIT COMPRESSION FITTINGS: POTABLE:RAIN BIRD MDCFCAP NON-POTABLE: RAIN BIRD MDCFPCAP 3. EASY FIT COUPLING: RAIN BIRD MDCFCOUP 4. SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7X8 LID 5. SUB-SURFACE DRIPLINE: RAIN BIRD XF DRIPLINE PORABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINE. ALLOW FOR 12-24" OF BLANK TUBING IN FLUSH VALVE BOX FOR FLUSHING INTO ADJACENT LANDSCAPE AREA. 6. 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 7. BRICK (1 OF 2) NOTE: 1. ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX.

A N.T.S
1 4 1
2 3
5 7
6 AIR RELIEF VALVE DETAIL AIR RELIEF VALVE KEY NOTES: 1. EMITTER BOX LID. 2. EMITTER BOX. RAINBIRD SEB.7X8 3. 1 2" AIR RELIEF VALVE ARV050 4. TYP. DRIP TUBING 5. CRUSHED GRAVEL N.T.S 1 F.G.
3 2
4 5
B
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1. THICKENED CONC. EDGE OR NEW STREET CURB. 2. INSTALL DEEP ROOT BARRIER PANELS AT BACK OF WALKWAY AND CURB FOR ALL NEW TREES. 3. LINEAR DEEP ROOT BARRIER PANEL. INSTALL 1 2" ABOVE FINISH GRADE. 4. TREE ROOT BALL. ROOT-BARRIER KEY NOTES:
1 24" MAX.
3 4
2 F.G. DEEP-ROOT BARRIER PANEL DETAIL
C NTS WATER CONSERVATION STATEMENT 1. THE IRRIGATION SYSTEM WAS DESIGNED UTILIZING 'STATE OF THE ART' IRRIGATION EQUIPMENT SUCH AS MULTIPLE START TIMES FOR CONTROLLERS, ET BASED MASTER CONTROLLERS, 'RAIN SHUT OFF' DEVICE @ CONTROLLERS, PRESSURE AND REGULATING VALVE & LOW FLOW IRRIGATION BUBBLER & ROTOR HEADS UTILIZING DRIP SYSTEMS WHERE APPROPRIATE. 2. THIS LANDSCAPE DESIGN GROUPS PLANTS WITH SIMILAR WATER NEEDS TOGETHER INTO DISTINCT HYDROZONES OF VERY LOW, LOW & MEDIUM WATER USE AREAS. MINIMUM HIGH WATER USE PLANT MATERIALS SUCH AS LAWN OR SEASONAL COLOR BEDS WILL BE USED IN THIS PROJECT. THE LOWER HYDROZONES WHICH ARE MADE UP OF DROUGHT TOLERANT PLANT SPECIES COMPRISES 85% OF THE TOTAL LANDSCAPE AREA. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO GROUP SIMILAR HYDROZONES WITHIN THE SAME IRRIGATION VALVE. IN ADDITION A MINIMUM OF 3" LAYER WOOD FIBER MULCH IS USED OVER THE ENTIRE SHRUB AREAS TO RETAIN SOIL MOISTURE. WATER USE CALCULATIONS PROJECT: THE HOMESTEAD PROJECT LOCATION: CITY OF EASTVALE, CA LANDSCAPE ARCHITECT: SCOTT PETERSON, A.S.L.A. WATER MANAGEMENT INFORMATION L-15 AJ EXP. 11-30-23 P O
F SIGNATURE NO. 2076S
A ST
F
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O

CALI DATE

DE ER T IS G RE
O
T
ER
SC
AN
D
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SCA
PET
A
ORNI
CHITE
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 PRESSURE LOSS CHART CONTROLLER 'A' VALVE A-1 APPROX. FLOW = 21 GPM LATERAL LINE 2.00 PSI MAINLINE 1470 FT. @ 2" 6.17 PSI FITTINGS 2.50 PSI VALVE 3.10 PSI MATSTER VALVE/FLOW SENSOR/BFU 14.00 PSI WATER METER 1.5" 1.00 PSI ELEVATION CHANGE 2.00 PSI HEAD PRESSURE REQ. 20.00 PSI MIN. REQ. PRESSURE 50.77 PSI STATIC PRESSURE = 65.00 PSI RESIDEUAL PRESSURE = 14.23 PSI NOTE: CONTRACTOR SHALL VERIFY EXACT STATIC PRESSURE. NOTIFY LAND. ARCH. IF STATIC PRESSURE IS LESS THAN 65 PSI. Reference Evapotranspiration (ETo) 56.4 Hdrozone Plant type Plant Factor Irrigation Method Irrigation Efficiency ETAF (PF/IE) Landscape Area sq.ft. ETAF x Area Estimated Total Water Use (ETWU) Regular Landscape Areas Low 0.2 Drip 0.81 0.25 108,341 26,750.86 935,424 Moderate 0.4 Bubbler 0.85 0.47 32,264 15,183.06 530,921 Totals 140,605 41,933.92 1,466,345 Special Landscape Areas Totals 0 ETWU Total 1,466,345 MAWA (Annual Gallons Allowed) = ETo x 0.62 x ETAF x Area MAWA 2,212,504 ETWU must be less than MAWA Difference 746,159 Reqular Landscape Areas Total ETAF x Area 41,933.92 Total Area 140,605 Average ETAF 0.30 All Landscape Areas Total ETAF x Area 41,933.92 Total Area 140,605 Site Average ETAF 0.30 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
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5 (5) 1. THE PLANTING PLAN IS DIAGRAMMATIC. PLANT LOCATIONS ARE APPROXIMATE PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. NOTIFY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES PRIOR TO STARTING WORK. 2. PLANT QUANTITIES GIVEN IN THE LEGEND ARE APPROXIMATE AND FOR THE CONVENIENCE OF THE OWNER ONLY. 3. PRIOR TO PLANTING, CONSTRUCTION ADJACENT TO PLANTING AREAS SHALL BE COMPLETE AND IRRIGATION SYSTEMS INSTALLED AND OPERATIONAL. 4. PLANT MATERIAL IN OR NEAR PAVING AND WALLS MAY REQUIRE INSTALLATION PRIOR TO CONSTRUCTION. COORDINATE THIS WORK THROUGH THE GENERAL CONTRACTOR. 5. TAKE SOIL SAMPLES AND SUBMIT WRITTEN REPORT TO THE LANDSCAPE ARCHITECT PRIOR TO THE START OF SOIL PREPARATION PER THE SPECIFICATIONS. PRIOR TO AMENDING, THE SURFACE SOIL IN AREAS TO BE LANDSCAPED SHOULD BE RIPPED OR TILLED TO A MINIMUM 9" DEPTH TO ALLEVIATE COMPACTION UNIFORMLY BROADCAST AND BLEND THE FOLLOWING WITH EXISTING SOIL TO A 6" DEPTH. CONTRACTOR SHALL ALLOW FOR THE FOLLOWING: MATERIALS NITROGEN FORTIFIED ORGANIC AMENDMENT 4 CU. YARDS PER 1000 SQ. FT. COMPOST OR REDWOOD OR FIR SAWDUST FERTILIZER TRI-C HUMATE 50 LBS./1,000 S.F. THE ABOVE SOIL PREPARATION SHALL BE INCLUDED WITHIN THE CONTRACTORS INITIAL BID. 6. THREE WEEKS PRIOR TO DELIVERY TO SITE, SUBMIT PHOTOS OF NURSERY STOCK TREES TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 7. INSTALL TREES AT STALL LINES IN PLANTING AREAS WHERE TREES MAY INTERFERE WITH PARKED CARS. 8. KEEP SHRUBS AND TREES A MINIMUM OF 3'-0" (OR AS INDICATED ON PLAN) FROM BACK OF PARKING CURBS TO ALLOW FOR CAR OVERHANG. 9. LANDSCAPE CONTRACTOR SHALL PERFORM A PERCOLATION CHECK FOR ALL TREE PLANTING PITS WHICH APPEAR TO HAVE A POTENTIAL DRAINAGE PROBLEM. THE TREE PLANTING PITS SHALL BE FILLED WITH WATER AND RE-CHECKED AFTER A 24-HOUR PERIOD. IF THERE IS NO SIGNIFICANT CHANGE IN THE WATER LEVEL, IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO PROVIDE FOR ADEQUATE DRAINAGE PRIOR TO PLANTING. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON COMPLETION OF THE PERCOLATION TESTS IN ORDER TO DISCUSS APPROPRIATE DRAINAGE DETAILS. 10. REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 11. LANDSCAPE CONTRACTOR SHALL REPAIR EXISTING LANDSCAPE AREAS (IF ANY) WHICH ARE DAMAGED DURING CONSTRUCTION PHASE. ALL DAMAGED MATERIAL SHALL BE REPLACED WITH MATCHING MATERIAL OF SIMILAR SIZE AND CALIBER. 12. CONTRACTOR SHALL APPLY A 3" LAYER OF MULCH WITHIN PLANTING AREAS. SAMPLES OF MULCH WILL BE REQUIRED PRIOR TO APPLICATION. KEEP MULCH 4-6" FROM TREE TRUNKS. NOTE: MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 13. ANY TREE THAT HAS A ROOT SYSTEM WITH SURFACE RUNNERS OR A TREE LOCATED WITHIN 5 FEET OF A PUBLIC SIDEWALK SHALL BE INSTALLED WITH ROOT GUARDS. IRRIGATION MAINTENANCE SCHEDULE A REGULAR SCHEDULE SATISFYING THE FOLLOWING CONDITIONS SHALL INCLUDE THE FOLLOWING: 1. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING AND REPAIRING IRRIGATION EQUIPMENT, RESETTING THE AUTOMATIC CONTROLLER, REPLENISHING MULCH, FERTILIZING, PRUNING AND WEEDING IN ALL LANDSCAPED AREAS. 2. REPAIR OF IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENTS. 2 8 (11)
3 (4)
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6 (6) 10 (15)
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5 (5) CONTROLLER 'A'
2 4
31 5 AIR RELIEF VALVE KEY NOTES: 1. NATIVE SOIL 2. DRIPLINE IRRIGATION PER PLAN 3. OPERATION INDICATOR. USE ONE PER ZONE AND LOCATE AT FLUSH END OF ZONE 4. FINISH GRADE 5. 2"-3" ABOVE FINISH GRADE NOTE: 1. INSTALL PER MANUFACTURER'S SPECIFICATION. DRIP OPERATION INDICATOR D N.T.S
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5 (5) TYP. IRRIGATION DETAIL
D N.T.S MODULAR WETLANDS STRUCTURE STRUCTURE. VERIFY EXACT LOCATION IN FIELD. TYP. DRIP TUBING WITH 2 GPH EMITTERS AS REQUIRED TIE INTO ADJACENT DRIP SYSTEM AS REQUIRED. 1 323
CONTROLLER A STATION NUMBERS DEC - FEB MAR. - MAY JUN. - AUG. SEP. - NOV IRRIGATION MAINTENANCE SCHEDULE (CONTROLLER 'B') TIME(MIN.) DAYS/WK TIME(MIN.) DAYS/WK TIME(MIN.) DAYS/WK DAYS/WK SYSTEM TYPE 1. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO STARTING ANY CONSTRUCTION. 2. THE DESIGN IS DIAGRAMMATIC ONLY. ALL PIPING, VALVES, BACK FLOW PREVENTOR, WIRING, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTER AREAS WHEREVER POSSIBLE. 3. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THESE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF FIXTURES, UTILITIES, SIGNS, POSTS, POLES, WALLS AND PAVING. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS (IF ANY) FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND UNDER PAVING, ETC. 5. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. ALL LATERAL, MAINLINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE OUTSIDE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING REFER TO PLAN. 7. ALL SLEEVES UNDER ROADWAYS SHALL BE SCHEDULE 40 (NEW). EXISTING SLEEVES SHALL REMAIN IN PLACE, IF EXTENSIONS ARE REQUIRED THE PIPE SHALL BE SCH. 40. LATERAL LINE SLEEVE UNDER PAVING SHALL BE SCHEDULE 40. ALL SLEEVES SHALL BE P.V.C. OR AS NOTED ON PLANS. 8. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE PLANS AND DETAILS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZE MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 9. THE CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 10. ADV (ANTI-DRAIN VALVE) UNITS MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION. THE CONTRACTOR SHALL VERIFY WITH THE ON SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND THE LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED. 11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 12. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE, ELIMINATING OVER-SPRAY ONTO WALKS, STREETS, WALLS, ETC. 13. THE IRRIGATION SYSTEM SHALL BE FULLY AUTOMATIC. CONTROL VALVES SHALL BE INSTALLED PER DETAILS. 14. ALL SLEEVES SHALL EXTEND BEYOND THE EDGE OF PAVING OR BACK OF CURB TO 3'. 15. THE CONTRACTOR SHALL NOTIFY THE VA'S REPRESENTATIVE IF STATIC WATER PRESSURE IS LESS THAN 65 PSI. 16. THE CONTRACTOR SHALL GUARANTEE ALL WORK & WORKMANSHIP FOR (1) FULL YEAR FROM ACCEPTANCE. 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE 100% COVERAGE. 18. ALL SUB-TERRAINEAN DRIP TUBING SHALL BE BURIED WITH MULCH (NOT VISIBLE). INSTALL ALL DRIP TUBING PER MANUFACTURER'S SPECIFICATIONS (TUBING BURIED 4" DEEP SUBGRADE). 1. THE PLANTING PLAN IS DIAGRAMMATIC. PLANT LOCATIONS ARE APPROXIMATE PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. NOTIFY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES PRIOR TO STARTING WORK. 2. PLANT QUANTITIES GIVEN IN THE LEGEND ARE APPROXIMATE AND FOR THE CONVENIENCE OF THE OWNER ONLY. 3. PRIOR TO PLANTING, CONSTRUCTION ADJACENT TO PLANTING AREAS SHALL BE COMPLETE AND IRRIGATION SYSTEMS INSTALLED AND OPERATIONAL. 4. PLANT MATERIAL IN OR NEAR PAVING AND WALLS MAY REQUIRE INSTALLATION PRIOR TO CONSTRUCTION. COORDINATE THIS WORK THROUGH THE GENERAL CONTRACTOR. 5. TAKE SOIL SAMPLES AND SUBMIT WRITTEN REPORT TO THE LANDSCAPE ARCHITECT PRIOR TO THE START OF SOIL PREPARATION PER THE SPECIFICATIONS. PRIOR TO AMENDING, THE SURFACE SOIL IN AREAS TO BE LANDSCAPED SHOULD BE RIPPED OR TILLED TO A MINIMUM 9" DEPTH TO ALLEVIATE COMPACTION UNIFORMLY BROADCAST AND BLEND THE FOLLOWING WITH EXISTING SOIL TO A 6" DEPTH. CONTRACTOR SHALL ALLOW FOR THE FOLLOWING: MATERIALS NITROGEN FORTIFIED ORGANIC AMENDMENT 4 CU. YARDS PER 1000 SQ. FT. COMPOST OR REDWOOD OR FIR SAWDUST FERTILIZER TRI-C HUMATE 50 LBS./1,000 S.F. THE ABOVE SOIL PREPARATION SHALL BE INCLUDED WITHIN THE CONTRACTORS INITIAL BID. 6. THREE WEEKS PRIOR TO DELIVERY TO SITE, SUBMIT PHOTOS OF NURSERY STOCK TREES TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 7. INSTALL TREES AT STALL LINES IN PLANTING AREAS WHERE TREES MAY INTERFERE WITH PARKED CARS. 8. KEEP SHRUBS AND TREES A MINIMUM OF 3'-0" (OR AS INDICATED ON PLAN) FROM BACK OF PARKING CURBS TO ALLOW FOR CAR OVERHANG. 9. LANDSCAPE CONTRACTOR SHALL PERFORM A PERCOLATION CHECK FOR ALL TREE PLANTING PITS WHICH APPEAR TO HAVE A POTENTIAL DRAINAGE PROBLEM. THE TREE PLANTING PITS SHALL BE FILLED WITH WATER AND RE-CHECKED AFTER A 24-HOUR PERIOD. IF THERE IS NO SIGNIFICANT CHANGE IN THE WATER LEVEL, IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO PROVIDE FOR ADEQUATE DRAINAGE PRIOR TO PLANTING. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON COMPLETION OF THE PERCOLATION TESTS IN ORDER TO DISCUSS APPROPRIATE DRAINAGE DETAILS. 10. REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 11. LANDSCAPE CONTRACTOR SHALL REPAIR EXISTING LANDSCAPE AREAS (IF ANY) WHICH ARE DAMAGED DURING CONSTRUCTION PHASE. ALL DAMAGED MATERIAL SHALL BE REPLACED WITH MATCHING MATERIAL OF SIMILAR SIZE AND CALIBER. 12. CONTRACTOR SHALL APPLY A 3" LAYER OF MULCH WITHIN PLANTING AREAS. SAMPLES OF MULCH WILL BE REQUIRED PRIOR TO APPLICATION. KEEP MULCH 4-6" FROM TREE TRUNKS. NOTE: MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 13. ANY TREE THAT HAS A ROOT SYSTEM WITH SURFACE RUNNERS OR A TREE LOCATED WITHIN 5 FEET OF A PUBLIC SIDEWALK SHALL BE INSTALLED WITH ROOT GUARDS. PLANTING NOTES 2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5) STA. B-1 STA. B-2 STA. B-3 STA. B-4 STA. B-5 STA. B-6 STA. B-7 STA. B-8 STA. B-9 STA. B-10 STA. B-11 STA. B-12 STA. B-13 STA. B-14 STA. B-15 STA. B-16 STB. B-17 STA. B-18 STA. B-19 STA. B-20 STA. B-21 STA. B-22 STA. B-23 STA. B-24 STA. B-25 STA. B-26 STA. B-27 STB. B-28 STA. B-29 STA. B-30 STA. B-31 STA. B-32 STA. B-33 STA. B-34 STA. B-35 STA. B-36 STA. B-37 STA. B-38 STA. B-39 STA. B-40 STA. B-41 STA. B-42 STA. B-43 STA. B-44 STA. B-45 STA. B-46 STA. B-47 STA. B-48 STA. B-49 STA. B-50 STA. B-51 STA. B-52 STA. B-53 STA. B-54 STA. B-55 STA. B-56 STA. B-57 STA. B-58 STA. B-59 STA. B-60 STA. B-61 STA. B-62 STA. B-63 IRRIGATION NOTES (X) = 'GERMINATION PERIOD' NOTE: THE IRRIGATION SCHEDULE SHALL BE SET FOR 'GERMINATION PERIOD' FOR THE FIRST 3 MONTHS AFTER THE LANDSCAPE HAS BEEN PLANTED. AFTER 3 MONTHS THE IRRIGATION SCHEDULE SHALL BE SET FOR TYP. 'MAINTENANCE SCHEDULE', PER STATION. THE IRRIGATION SCHEDULE SHOWN IS FOR USE AS A GUIDE ONLY. THE CONTRACTOR SHALL FINE TUNE THE WATERING SCHEDULE FOR EACH VALVE STATION SO AS NOT TO ALLOW EXCESS SURFACE RUNOFF AND PROVIDE ADEQUATE SOIL SATURATION. TIME(MIN.) 11 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) IRRIGATION MAINTENANCE SCHEDULE A REGULAR SCHEDULE SATISFYING THE FOLLOWING CONDITIONS SHALL INCLUDE THE FOLLOWING: 1. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING AND REPAIRING IRRIGATION EQUIPMENT, RESETTING

THE AUTOMATIC CONTROLLER,
REPLENISHING MULCH, FERTILIZING, PRUNING AND WEEDING IN ALL LANDSCAPED AREAS. 2. REPAIR OF IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENTS. WATER MANAGEMENT INFORMATION L-15B AJ EXP. 11-30-23 P O
F SIGNATURE NO. 2076S
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 DRIP BUBBLER 12SYSTEM TYPE (X) = 'GERMINATION PERIOD'
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
2 8 (11)
3 (4)
9 (13)
5 (5) 11 (17)
6 (6) 10 (15)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
Reference Evapotranspiration (ETo) 56.4 Hdrozone Plant type Plant Factor Irrigation Method Irrigation Efficiency ETAF (PF/IE) Landscape Area sq.ft. ETAF x Area Estimated Total Water Use (ETWU) Regular Landscape Areas Low 0.2 Drip 0.81 0.25 113,227 27,957.28 977,610 Moderate 0.4 Bubbler 0.85 0.47 19,860 9,345.88 326,807 Totals 133,087 37,303.17 1,304,417 Special Landscape Areas NON-IRRIGA TED 9677 Totals 142,764 37,303 ETWU Total 1,304,417 MAWA (Annual Gallons Allowed) = ETo x 0.62 x ETAF x Area MAWA 2,246,477 ETWU must be less than MAWA Difference 942,060 ReqularLandscape AreasTotal ETAF x Area 37,303.17 Total Area 133,087 Average ETAF 0.28 All Landscape AreasTotal ETAF x Area 37,303.17 Total Area 142,764 Site Average ETAF 0.26 CONTROLLER 'B' PRESSURE LOSS CHART CONTROLLER 'B' VALVE A-2 APPROX. FLOW = 37 GPM LATERAL LINE 2.00 PSI MAINLINE 2374 FT. @ 3" 4.51 PSI FITTINGS 2.50 PSI VALVE 3.10 PSI MATSTER VALVE/FLOW SENSOR/BFU 14.00 PSI WATER METER 1.5" 3.00 PSI ELEVATION CHANGE 2.00 PSI HEAD PRESSURE REQ. 20.00 PSI MIN. REQ. PRESSURE 51.11 PSI STATIC PRESSURE = 65.00 PSI RESIDUAL PRESSURE = 13.89 PSI NOTE: CONTRACTOR SHALL VERIFY EXACT STATIC PRESSURE. NOTIFY LAND. ARCH. IF STATIC PRESSURE IS LESS THAN 65 PSI. GPM MAX FLOW MCS 2 110 MODEL 200 120 MAX PRESSURE PSI Cartridge Mesh Options: 40 , 80 , 100, 150, 2" OUTLET 2" INLET MCS2-V1 MAXI-CLEAN SCREEN FILTER TOP VIEW FRONT VIEW SIDE VIEW 0 200 PSI NOTES: 1. MAXIMUM FLOW 110 GPM. 2. MAXIMUM PRESSURE 120 PSI. BRASS MAINLINE PIPE TO BRONZE PRESSURE REGULATOR AND MASTER CONTROL VAVLE BRASS MAINLINE PIPE FROM WATER METER AND BALL TYPE SHUT OFF VALVE 4" THICK CONC. PAD (36"X18") PURPLE COLORED PROTECTIVE STEEL ENCLOSURE BYSTRONGBOX BC-30C4 SUPPORT BRACKETS AS REQD. MCS2-V1 SCREEN FILTER

A NTS RECYCLED WATER ID TAG SIDE VIEW
2 4
31 5 AIR RELIEF VALVE KEY NOTES: 1. NATIVE SOIL 2. DRIPLINE IRRIGATION PER PLAN 3. OPERATION INDICATOR. USE ONE PER ZONE AND LOCATE AT FLUSH END OF ZONE 4. FINISH GRADE 5. 2"-3" ABOVE FINISH GRADE NOTE: 1. INSTALL PER MANUFACTURER'S SPECIFICATION. DRIP OPERATION INDICATOR

B NTS BALL VALVE PER IRRIGATION LEGEND BALL VALVE PER IRRIGATION LEGEND 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5) 1 14 (22)
3 (4) 16 (26)
4 (5) 18 (29)
6 (6) 16 (27)
5 (5)
324
BUILDING 1 TRUCK YARD BUILDING 1 TRUCK YARD BUILDING 2 BUILDING 1 TRUCK YARD BUILDING 3 BUILDING 4 BUILDING 4 TRUCK YARD BUILDING 5 TRUCK YARD TRUCK YARD BUILDING 6 BUILDING 6 BUILDING 6 BUILDING 6 BUILDING 6 ARCHIBALD AVE. ARCHIBALD AVE. TRUCK YARD TRUCK YARD TRUCK YARD 1%%189" SCALE: 1" = 80'-0" 0 80' 160' 240' NORTH TOTAL UNSHADED PARKING AREA = 133,128 SQ. FT. REQUIRED SHADE AREA WITHIN 15 YRS. = 66,564 SQ. FT. TOTAL PROJECTED SHADE AREA WITHIN 15 YRS. = 67,852 SQ. FT. PER CITY OF EASTVALE'S SHADING REQUIREMENTS 50% OF PARKING STALL AREAS ARE TO BE SHADED WITHIN 15 YEARS AFTER PLANTING SHADED AREA PROVIDED.............................................................. = 51% PARKING LOT SHADING CALCULATIONS: NOTE: THESE CALCULATIONS ARE BASED UPON ANTICIPATED TREE CANOPY AFTER 15 YEARS GROWTH. SHADING PLANL-16 AJ/AP EXP. 11-30-23 P O
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THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 325
TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122 M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36M PLANTING LEGEND 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: LIMONITE AVE. 1 3
4 4
5 2 BUILDING SECTION 'A-A' KEY NOTES: 1. CURB PER CIVIL DWGS. 2. ASSORTED DROUGHT TOLERANT GROUND COVER AND SHRUB MASSES PER LEGEND. 3. NEW STREET TREE PER LEGEND. 4. EVERGREEN BACKGROUND TREE PER LEGEND. 5. TYP. EVERGREEN SCREEN SHRUB ALONG BUILDING PER LEGEND. 6. TYP. CONC. WALKWAY/BIKE PATH. 6 ARCHIBALD AVE. BUILDING
1 23
4 5 SECTION 'B-B' KEY NOTES: 1. NEW SCREEN SHRUB ALONG BUILDING PER LEGEND. 2. PARKING LOT SHADE TREE PER LEGEND. 3. FINGER ISLAND PLANTING PER LEGEND. 4. EVERGREEN SCREEN SHRUB PER LEGEND. 5. LAYERED GROUND COVER AND SHRUB MASSES PER LEGEND. 6. EVERGREEN BACKGROUND TREE PER LEGEND. 7. NEW STREET TREE ALONG ARCHIBALD AVE. PER LEGEND. 8. TYP. CONC. WALKWAY/BIKE PATH. 6 7
8 GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C.

L LANTANA 'DWARF YELLOW', YELLOW LANTANA
1 GAL. SIZE @ 30" O.C.

L PENSTEMON EATONII, FIRECRACKER PENSTEMON
1 GAL. SIZE @ 36" O.C.

L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY
50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW
1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET.

L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C.

L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C.

L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER
5 GAL. @ 36" 0.C.

L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C.L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS
1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET.

L HESPERALOE PARVIFLORA, RED YUCCA
5 GAL. SIZE @ 36" O.C.

L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA
1 GAL. SIZE @ 48" O.C.

L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE
1GAL @ 42" O.C.

L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE 1 GAL. SIZE @ 24" O.C.

L ALOE 'BLUE ELF' 1GAL @ 24" O.C.L SENECIO MANDRALISCAE, BLUE CHALK STICKS 1 GAL. SIZE @ 18" O.C.

L CHONDROPETALUM T., CAPE RUSH
1 GAL @42" O.C.

L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C.

L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY
5 GAL. SIZE @ 24" O.C.

L FESTUCA MAIERI,
1 GAL. @ 24" O.C.

L SALVIA POZO BLUE, GRAY MUSK SAGE
5 GAL. SIZE @ 42" O.C.

L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70 M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L NOTE: ALL TREES SHALL BE SPOTTED IN THE FIELD UNDER DIRECTION OF LANDSCAPE ARCHITECT. ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C.

L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY
1 GAL. SIZE @ 24" O.C.

L ACHILLEA 'PAPRIKA', PAPRIKA YARROW
1 GAL. SIZE @ 24" O.C.

L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE.L A
BC SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE
M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE
L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE
L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZEL LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZEL 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE
L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZEL PLANTING LEGEND & SECTIONS L-17 AP EXP. 11-30-23 P O
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 SECTION 'A-A' - LIMONITE AVE. SCALE: 1/8" = 1'-0" SECTION 'B-B' - ARCHIBALD AVE. SCALE: 1/8" = 1'-0" NOTE: PLANT MATERIAL SHALL BE A MINIMUM OF 5'-0" AWAY FROM FIRE DETECTOR CHECK VALVES AND HYDRANTS.

A
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B EQ. EQ. ENLARGEMENT - CONTAINER PLANT MIX LAYOUT NTS NOTE: 1. SET ALL PLANTS 18"-24" AWAY FROM PAVING DEPENDING UPON SPREAD OF GROUND COVER BASED ON MATURITY SIZE. 1 1
1 1
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C B A A A A A A A A A A A A A A B B B B B B B B B B B B B B C C C C C C C C C C C C C B A 1%%189

TRUCK YARD
ARCHIBALD AVE. BUILDING 1 MATCH LINE ON SHEET L-19
MATCH LINE ON SHEET L-18
MATCH LINE ON SHEET L-20
REFER TO ENLG. 'A', SHEET L-31 FOR ENHANCED VEHICULAR PAVING. MATCH LINE ON SHEET L-18 MATCH LINE ON SHEET L-20 LIMIT OF WORK AT P.L. TRUCK YARD 32 3 REFER TO SEPARATE DWGS. FOR MEDIAN ISLAND IMPROVEMENTS. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. TYP. ELEC. TRANSFORMER PAD. 1 4 APPLY MULCH ONLY WITHIN BLDG. CAVITY 3 TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122 M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51 M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36 M PLANTING LEGEND SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZE L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZE L 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZE L GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L HESPERALOE PARVIFLORA, RED YUCCA 5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE 1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE 1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS 1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH 1 GAL @42" O.C. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY 5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE 5 GAL. SIZE @ 42" O.C. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. ALUC FLIGHT ZONE NO TREES SHALL BE PLANTED WITHIN THE ALUC FLIGHT ZONES. HEIGHT RESTRICTIONS. NOTE: ALL TREES SHALL BE SPOTTED IN THE FIELD UNDER DIRECTION OF LANDSCAPE ARCHITECT. 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70 M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38 M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-18 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 ENLG. 'A' ENLARGEMENT 'A' REFER TO SHEET L-17 FOR PLANTING LEGEND. 1 1 327
ARCHIBALD AVE. BUILDING 1 LIMONITE AVE. MATCH LINE ON SHEET L-19 MATCH LINE ON SHEET L-18 MATCH LINE ON SHEET L-19
MATCH LINE ON SHEET L-20 MATCH LINE ON SHEET L-29 MATCH LINE ON SHEET L-19 . 10'-0" COMBINATION BIKE TRAIL/WALKWAY PATH 3 TYP. CONC. WALKWAY APRON PER CIVIL DWGS. 3 3 REFER TO SEPARATE "OFF-SITE" DWGS. FOR MEDIAN ISLAND IMPROVEMENTS. TYP. CONC. PAD AT MAN DOOR. NOTE: SCULPTURAL TREES TO BE DISCUSSED BETWEEN OWNER & CITY. NEW ACCENT PLANTS WITHIN PARKWAY PER LEGEND. C B A LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS C B A A A A A A A A A A A A A A B B B B B B B B B B B B B B C C C C C C C C C C C C C B A 1%%189
TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122 M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51 M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36 M PLANTING LEGEND GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L HESPERALOE PARVIFLORA, RED YUCCA 5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE 1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE 1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS 1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH 1 GAL @42" O.C. L ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C. L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY1 GAL. SIZE @ 24" O.C. L ACHILLEA 'PAPRIKA', PAPRIKA YARROW1 GAL. SIZE @ 24" O.C. L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY 5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE 5 GAL. SIZE @ 42" O.C. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. ALUC FLIGHT ZONE NO TREES SHALL BE PLANTED WITHIN THE ALUC FLIGHT ZONES. HEIGHT RESTRICTIONS. NOTE: ALL TREES SHALL BE SPOTTED IN THE FIELD UNDER DIRECTION OF LANDSCAPE ARCHITECT. ABC 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. FRONTAGE TREES ALONG LIMONITE CONSTRUCTION KEY NOTES: SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70 M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38 M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZE L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZE L 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZE L SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-19 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 ENLG. 'B' ENLARGEMENT 'B' 1 1 1 1 1 1 328
LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS C B A A A A A A A A A A A A A A B B B B B B B B B B B B B B C C C C C C C C C C C C C B A 1%%189
TRUCK YARD BUILDING 1
MATCH LINE ON SHEET L-18 MATCH LINE ON SHEET L-19
MATCH LINE ON SHEET L-20
MATCH LINE ON SHEET L-20 MATCH LINE ON SHEET L-21 MATCH LINE ON SHEET L-28 MATCH LINE ON SHEET L-20 LIMONITE AVE. 10'-0" COMBINATION BIKE TRAIL/WALKWAY PATH . REFER TO ENLG. 'B', SHEET L-31 FOR ENHANCED PAVING AT BLDG. ENTRY. TYP. SITUATION THROUGHOUT. MATCH LINE ON SHEET L-18 MATCH LINE ON SHEET L-20 APPLY MULCH ONLY WITHIN BLDG. CAVITY REFER TO SEPARATE "OFF-SITE" DWGS. FOR MEDIAN ISLAND IMPROVEMENTS. 3 2 14 TYP. CONC. PAD AT MAN DOOR. NO TREES WITHIN "ALUC" ZONE. LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS 4 RAMPS PER CIVIL 4 1 NEW ACCENT PLANTS WITHIN PARKWAY PER LEGEND. A A B B CPLANT ROSEMARY WITHIIN PLANTER ISLAND. LANTANA THIS AREA. TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122 M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51 M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36 M PLANTING LEGEND 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L HESPERALOE PARVIFLORA, RED YUCCA 5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE 1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE 1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS 1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH 1 GAL @42" O.C. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY 5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE 5 GAL. SIZE @ 42" O.C. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70 M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38 M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZE L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZE L 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZE L ENLG. 'C' ENLARGEMENT 'C' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-20 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 1 1 1 1 1 1 329
TRUCK YARD BUILDING 2 MATCH LINE ON SHEET L-20 MATCH LINE ON SHEET L-21 MATCH LINE ON SHEET L-21 MATCH LINE ON SHEET L-22
MATCH LINE ON SHEET L-28
MATCH LINE ON SHEET L-27
MATCH LINE ON SHEET L-21 MATCH LINE ON SHEET L-27 LIMONITE AVE. 10'-0" COMBINATION BIKE TRAIL/WALKWAY PATH LIMIT OF WORK AT P.L. TYP. CONC. PAVING WITH ENTRY STEPS. CONC. RAMP PER CIVIL DWGS. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL 4 1 3 3 NEW ACCENT PLANTS 3 WITHIN PARKWAY PER LEGEND. NOTE: NO TREES PLANTED WITHIN EASEMENT . A B B C C LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS C B A A A A A A A A A A A A A A B B B B B B B B B B B B B B C C C C C C C C C C C C C B A 1%%189
TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122 M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51 M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36 M PLANTING LEGEND GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L HESPERALOE PARVIFLORA, RED YUCCA 5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE 1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE 1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS 1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH 1 GAL @42" O.C. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY 5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE 5 GAL. SIZE @ 42" O.C. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZE L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZE L 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZE L FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70 M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38 M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C. L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY 1 GAL. SIZE @ 24" O.C. L ACHILLEA 'PAPRIKA', PAPRIKA YARROW 1 GAL. SIZE @ 24" O.C. L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE. L ABC ENLG. 'D' ENLARGEMENT 'D' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-21 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 1 1 1 1 330
TRUCK YARD TRUCK YARD BUILDING 3
MATCH LINE ON SHEET L-21 MATCH LINE ON SHEET L-22
MATCH LINE ON SHEET L-22 MATCH LINE ON SHEET L-23
MATCH LINE ON SHEET L-27 MATCH LINE ON SHEET L-22
MATCH LINE ON SHEET L-25 MATCH LINE ON SHEET L-23
LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE.
. 10'-0" COMBINATION BIKE TRAIL/WALKWAY PATH LIMIT OF WORK AT P.L. CONC. ACCESS WITH RAMP PER CIVIL ELEC. TRANSFORMER PADS TYP. ACCESS RAMPS WITH REQUIRED RET. WALLS PER CIVIL. 3 1
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TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36M PLANTING LEGEND 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET.

L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET.

L HESPERALOE PARVIFLORA, RED YUCCA
5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH1 GAL @42" O.C. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE
5 GAL. SIZE @ 42" O.C. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. ALUC FLIGHT ZONE NO TREES SHALL BE PLANTED WITHIN THE ALUC FLIGHT ZONES. HEIGHT RESTRICTIONS. NOTE: ALL TREES SHALL BE SPOTTED IN THE FIELD UNDER DIRECTION OF LANDSCAPE ARCHITECT. SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE
M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE
L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE
L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZEL LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZEL 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE
L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZEL FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C. L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY 1 GAL. SIZE @ 24" O.C. L ACHILLEA 'PAPRIKA', PAPRIKA YARROW 1 GAL. SIZE @ 24" O.C. L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE. L A
BC ENLARGEMENT 'E' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-22 AP EXP. 11-30-23 P O
F SIGNATURE NO. 2076S
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 ENLG. 'E' 1 1
1 331
BUILDING 4 TRUCK YARD MATCH LINE ON SHEET L-22 MATCH LINE ON SHEET L-23 MATCH LINE ON SHEET L-24 MATCH LINE ON SHEET L-23 MATCH LINE ON SHEET L-25 MATCH LINE ON SHEET L-23 LIMONITE AVE. . 10'-0" COMBINATION BIKE TRAIL/WALKWAY PATH ELEC. TRANSFORMER PADS 4 LIMIT OF WORK AT P.L. GROUND COVER PLANTING PER LEGEND TYP. CONC. PAD AT MAN DOOR 1 4 3 CONC. RAMP PER CIVIL DWGS. MODULAR WETLANDS, PER CIVIL PLANS MODULAR WETLAND PER CIVIL PLANS NEW ACCENT PLANTS WITHIN PARKWAY PER LEGEND. A B TYP. AGAVE PER LEGEND LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS C B A A A A A A A A A A A A A A B B B B B B B B B B B B B B C C C C C C C C C C C C C B A 1%%189
SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZE L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZE L 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZE L TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PLANTING LEGEND PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122 M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51 M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36 M GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. ALUC FLIGHT ZONE NO TREES SHALL BE PLANTED WITHIN THE ALUC FLIGHT ZONES. HEIGHT RESTRICTIONS. HESPERALOE PARVIFLORA, RED YUCCA 5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE 1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE 1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS 1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH 1 GAL @42" O.C. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY 5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE 5 GAL. SIZE @ 42" O.C. L 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70 M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38 M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C. L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY 1 GAL. SIZE @ 24" O.C. L ACHILLEA 'PAPRIKA', PAPRIKA YARROW 1 GAL. SIZE @ 24" O.C. L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE. L ABC ENLG. 'F' ENLARGEMENT 'F' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-23 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 1 1 1 332
BUILDING 4 TRUCK YARD MATCH LINE ON SHEET L-24 MATCH LINE ON SHEET L-23 MATCH LINE ON SHEET L-25
MATCH LINE ON SHEET L-24
MATCH LINE ON SHEET L-25 MATCH LINE ON SHEET L-24
LIMONITE AVE.

LIMONITE AVE.
10'-0" 10'-0" COMBINATION BIKE TRAIL/WALKWAY PATH
'A
A' REFER TO SECTION 'A-A' ON SHT. L-17 TYP. ACCESS GATES PER ARCH. DWGS. LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD 3 22
1 3
3 3 TYP. TRASH PER ARCH. DWGS. CONC. WALKWAY WITH BROOM FINISH. TRUCK YARD MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS NEW ACCENT PLANTS WITHIN PARKWAY PER LEGEND. NEW ACCENT PLANTS WITHIN PARKWAY PER LEGEND.

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C B A A
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1%%189
TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36M PLANTING LEGEND 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW
1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET.

L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET.

L HESPERALOE PARVIFLORA, RED YUCCA
5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH1 GAL @42" O.C. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY 5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE 5 GAL. SIZE @ 42" O.C. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. ALUC FLIGHT ZONE NO TREES SHALL BE PLANTED WITHIN THE ALUC FLIGHT ZONES. HEIGHT RESTRICTIONS. FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE
M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE
L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE
L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZEL LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZEL 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE
L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZEL ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C. L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY 1 GAL. SIZE @ 24" O.C. L ACHILLEA 'PAPRIKA', PAPRIKA YARROW 1 GAL. SIZE @ 24" O.C. L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE. L A
BC ENLG. 'G' ENLARGEMENT 'G' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-24 AP EXP. 11-30-23 P O
F SIGNATURE NO. 2076S
A ST
F
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O

CALI DATE

DE ER T IS G RE
O
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ER
SC
AN
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SCA
PET
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ORNI
CHITE
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CT
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO "OFF-SITE" DWGS. FOR MEDIAN ISLAND 1 1
1 1
1 1
1 1
333
BUILDING 5
MATCH LINE ON SHEET L-25
MATCH LINE ON SHEET L-24
MATCH LINE ON SHEET L-26
MATCH LINE ON SHEET L-25
MATCH LINE ON SHEET L-27 MATCH LINE ON SHEET L-22
MATCH LINE ON SHEET L-25 MATCH LINE ON SHEET L-23
MATCH LINE ON SHEET L-25 MATCH LINE ON SHEET L-24
LIMONITE AVE.

LIMONITE AVE. 10'-0" COMBINATION BIKE TRAIL/WALKWAY PATH 3 3
3 TYP. TRASH PER ARCH. DWGS.
4 1 CONC. WALKWAY WITH BROOM FINISH. TYP. CONC. RAMP WITH MEDIUM BROOM FINISH. TRUCK YARD NO TREES WITHIN "ALUC" ZONE TYPICAL. 3 MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS NEW ACCENT PLANTS WITHIN PARKWAY PER LEGEND.

A
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A ROSEMARY GROUNDCOVER
1%%189
TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36M PLANTING LEGEND 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET.

L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET.

L HESPERALOE PARVIFLORA, RED YUCCA
5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH1 GAL @42" O.C. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE
5 GAL. SIZE @ 42" O.C. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. ALUC FLIGHT ZONE NO TREES SHALL BE PLANTED WITHIN THE ALUC FLIGHT ZONES. HEIGHT RESTRICTIONS. SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE
M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE
L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE
L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZEL LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZEL 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE
L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZEL FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C. L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY 1 GAL. SIZE @ 24" O.C. L ACHILLEA 'PAPRIKA', PAPRIKA YARROW 1 GAL. SIZE @ 24" O.C. L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE. L A
BC ENLG. 'H' ENLARGEMENT 'H' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-25 AP EXP. 11-30-23 P O
F SIGNATURE NO. 2076S
A ST
F
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CALI DATE

DE ER T IS G RE
O
T
ER
SC
AN
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L
SCA
PET
A
ORNI
CHITE
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 1 1
1 1
334
BUILDING 6
MATCH LINE ON SHEET L-26
MATCH LINE ON SHEET L-25 MATCH LINE ON SHEET L-26 MATCH LINE ON SHEET L-27 TRUCK YARD MATCH LINE ON SHEET L-30 NO TREES WITHIN "ALUC" ZONE TYPICAL. 4 MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS C B A A A A A A A A A A A A A A B B B B B B B B B B B B B B C C C C C C C C C C C C C B A 1%%189
TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122 M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51 M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36 M PLANTING LEGEND SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZE L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZE L 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZE L GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L HESPERALOE PARVIFLORA, RED YUCCA 5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE 1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE 1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS 1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH 1 GAL @42" O.C. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY 5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE 5 GAL. SIZE @ 42" O.C. L 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. ALUC FLIGHT ZONE NO TREES SHALL BE PLANTED WITHIN THE ALUC FLIGHT ZONES. HEIGHT RESTRICTIONS. FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70 M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38 M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C. L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY 1 GAL. SIZE @ 24" O.C. L ACHILLEA 'PAPRIKA', PAPRIKA YARROW 1 GAL. SIZE @ 24" O.C. L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE. L ABC ENLG. 'I' ENLARGEMENT 'B' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-26 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 11 1 335
BUILDING 3 BUILDING 6 MATCH LINE ON SHEET L-26 MATCH LINE ON SHEET L-27 MATCH LINE ON SHEET L-28
MATCH LINE ON SHEET L-27
MATCH LINE ON SHEET L-21 MATCH LINE ON SHEET L-27
MATCH LINE ON SHEET L-27 MATCH LINE ON SHEET L-22
LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE. 10'-0" COMBINATION BIKE TRAIL/WALKWAY PATH 3 3 TYP. ACCESS RAMPS WITH REQUIRED RET. WALLS PER CIVIL. 1 3 3 1 3 MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS NEW ACCENT PLANTS WITHIN PARKWAY PER LEGEND. NEW ACCENT PLANTS WITHIN PARKWAY PER LEGEND. . A A A A B B B C C C C TYP. AGAVE PER LEGEND. 1%%189" ARCHIBALD AVE. BUILDING 1 TRUCK YARD LIMONITE AVE.

ARCHIBALD AVE. BUILDING 1 TRUCK YARD BUILDING 2 BUILDING 1 TRUCK YARD BUILDING 3 BUILDING 4 BUILDING 4 TRUCK YARD BUILDING 5 TRUCK YARD TRUCK YARD BUILDING 6 BUILDING 6 BUILDING 6 BUILDING 6 BUILDING 6 ARCHIBALD AVE. ARCHIBALD AVE.

LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE.

LIMONITE AVE. LIMONITE AVE. LIMONITE AVE. TRUCK YARD LIMIT OF WORK AT P.L. TRUCK YARD TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. TRUCK YARD MODULAR WETLAND PER CIVIL PLANS C B A A A A A A A A A A A A A A B B B B B B B B B B B B B B C C C C C C C C C C C C C B A 1%%189
TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122 M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51 M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36 M PLANTING LEGEND 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZE L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZE L 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZE L GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L HESPERALOE PARVIFLORA, RED YUCCA 5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE 1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE 1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS 1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH 1 GAL @42" O.C. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY 5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE 5 GAL. SIZE @ 42" O.C. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. ALUC FLIGHT ZONE NO TREES SHALL BE PLANTED WITHIN THE ALUC FLIGHT ZONES. HEIGHT RESTRICTIONS. NOTE: ALL TREES SHALL BE SPOTTED IN THE FIELD UNDER DIRECTION OF LANDSCAPE ARCHITECT. FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70 M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38 M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C. L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY 1 GAL. SIZE @ 24" O.C. L ACHILLEA 'PAPRIKA', PAPRIKA YARROW 1 GAL. SIZE @ 24" O.C. L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE. L ABC ENLG. 'J' ENLARGEMENT 'J' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-27 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 REFER TO "OFF-SITE" DWGS. FOR MEDIAN ISLAND NEW ACCENT PLANTS WITHIN PARKWAY PER LEGEND. 1 1 1 1 336
MATCH LINE ON SHEET L-28
MATCH LINE ON SHEET L-27
MATCH LINE ON SHEET L-29
MATCH LINE ON SHEET L-28 MATCH LINE ON SHEET L-28 MATCH LINE ON SHEET L-20 LIMONITE AVE. 2 3 NO TREES WITHIN "ALUC" ZONE TYPICAL. 3 MODULAR WETLAND, PER CIVIL PLANS A A B B C LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS C B A A A A A A A A A A A A A A B B B B B B B B B B B B B B C C C C C C C C C C C C C B A 1%%189
TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122 M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51 M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36 M PLANTING LEGEND GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L HESPERALOE PARVIFLORA, RED YUCCA 5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE 1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE 1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS 1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH 1 GAL @42" O.C. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY 5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE 5 GAL. SIZE @ 42" O.C. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. PLANTING LEGEND 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZE L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZE L 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZE L FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70 M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38 M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C. L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY 1 GAL. SIZE @ 24" O.C. L ACHILLEA 'PAPRIKA', PAPRIKA YARROW 1 GAL. SIZE @ 24" O.C. L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE. L ABC ENLG. 'K' ENLARGEMENT 'K' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-28 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 NEW ACCENT PLANTS WITHIN PARKWAY PER LEGEND. 11 1 1 1 337
BUILDING 6
ARCHIBALD AVE.

MATCH LINE ON SHEET L-29
MATCH LINE ON SHEET L-28 MATCH LINE ON SHEET L-30 MATCH LINE ON SHEET L-29 MATCH LINE ON SHEET L-29 MATCH LINE ON SHEET L-19 LIMONITE AVE. 'B B' 3 CONC. APRON PER CIVIL DWGS. 4 1 34 REFER TO SECTION 'B-B' ON SHT. L-17 3 TYP. ELEC. TRANSFORMERS WITH MULCH. C B A LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS C B A A A A A A A A A A A A A A B B B B B B B B B B B B B B C C C C C C C C C C C C C B A 1%%189
TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122 M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51 M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36 M PLANTING LEGEND CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY 5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE 5 GAL. SIZE @ 42" O.C. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. ALUC FLIGHT ZONE NO TREES SHALL BE PLANTED WITHIN THE ALUC FLIGHT ZONES. HEIGHT RESTRICTIONS. 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70 M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38 M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZE L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZE L 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZE L GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L HESPERALOE PARVIFLORA, RED YUCCA 5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE 1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE 1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS 1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH 1 GAL @42" O.C. L ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C. L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY 1 GAL. SIZE @ 24" O.C. L ACHILLEA 'PAPRIKA', PAPRIKA YARROW 1 GAL. SIZE @ 24" O.C. L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE. L ABC ENLG. 'L' ENLARGEMENT 'L' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-29 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 NEW ACCENT PLANTS WITHIN PARKWAY PER LEGEND. 1 1 1 1 338
TRUCK YARD BUILDING 6
ARCHIBALD AVE. MATCH LINE ON SHEET L-30 MATCH LINE ON SHEET L-29 MATCH LINE ON SHEET L-26 3 3 CONC. APRON PER CIVIL DWGS. TYP. LIGHT STANDARD MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS MODULAR WETLAND, PER CIVIL PLANS LIMIT OF WORK AT P.L. TYP. LIGHT STANDARD TYP. TRASH PER ARCH. DWGS. APPLY MULCH ONLY WITHIN BLDG. CAVITY APPLY MULCH ONLY WITHIN BLDG. CAVITY LIMIT OF WORK AT P.L. ACCESS GATES PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS LIMIT OF WORK AT P.L. MAN DOOR WITH ACCESS STEPS PER CIVIL RAMPS PER CIVIL LIMIT OF WORK AT P.L. LIMIT OF WORK AT P.L. TYP. CONC. PAD AT MAN DOOR CONC. RAMP PER CIVIL DWGS. TYP. TRASH PER ARCH. DWGS. MODULAR WETLAND PER CIVIL PLANS C B A A A A A A A A A A A A A A B B B B B B B B B B B B B B C C C C C C C C C C C C C B A 1%%189
TREES SYMBOL TREE NAME QTY. WUCOLS NEW STREET TREE ALONG ARCHIBALD AVE. MAGNOLIA G. 'BRACKEN'S BROWN BEAUTY', BRACKEN'S BROWN BEAUTY SOUTHERN MAGNOLIA 24" BOX SIZE. DOUBLE STAKE. STANDARD. 35 M CERCIDIUM X 'DESERT MUSEUM', BLUE PALO VERDE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 35 L OLEA EUROPAEA 'SWAN HILL', FRUITLESS OLIVE 36" BOX SIZE. DOUBLE STAKE SECURE AS REQUIRED. MULTI-TRUNK. 8 L PINUS ELDARICA, MONDELL PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 104 L ULMUS P. 'TRUE GREEN', CHINESE ELM TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 52 L PODOCARPUS GRACILIOR, FERN PINE 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. PLANT WITH DEEP ROOT BARRIER PANELS. 122 M QUERCUS ILEX, HOLLY OAK 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. NOTE: INSTALL WITH A SINGLE METAL POLE STAKE WITH TIES BOLTED TO POLE THAT IS ABOUT 20' HIGH. 51 M GEIJERA PARVIFLORA, AUSTRALIAN WILLOW 24" BOX SIZE. DOUBLE STAKE. STANDARD TRUNK. 36 M PLANTING LEGEND SHRUBS SYMBOL NAME WUCOLS DODONAEA VISCOSA 'PURPUREA', HOPSEED BUSH 5 GAL. SIZE L LIGUSTRUM 'TEXANUM', TEXAS PRIVET 5 GAL. SIZE M AGAVE ATTENUATA, FOXTAIL AGAVE 5 GAL. SIZE L PRUNUS CAROLINIANA, BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. SIZE M WESTRINGIA FRUITICOSA, COAST ROSEMARY 5 GAL. SIZE L YUCCA RECURVIFOLIA, SOFT LEAF YUCCA 5 GAL. SIZE L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. SIZE L 50/50 MIX HETOROMELES ARBUTIFOLIA, TOYON RHUS INTEGRIFOLIA, LEMONADE BERRY 5 GAL SIZE L ECHIUM CANDICANS, PRIDE OF MADEIRA 15 GAL. SIZE L GROUND COVER & SHRUB MASSES SYMBOL NAME WUCOLS ROSMARINUS O. 'PROSTRATUS', CREEPING ROSEMARY 1 GAL. SIZE @ 30" O.C. L LANTANA 'DWARF YELLOW', YELLOW LANTANA 1 GAL. SIZE @ 30" O.C. L PENSTEMON EATONII, FIRECRACKER PENSTEMON 1 GAL. SIZE @ 36" O.C. L PLANT MIX 'A' 50% MUHLENBERGIA DUBIA, PINE MUHLY 50% ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L SALVIA CLEVELANDII 'ALLEN CHICKERING', CLEVELAND SAGE 5 GAL. SIZE @ 48" O.C. L BACCHARIS PILULARIS 'PIGEON POINT', DWARF COYOTE BUSH 1 GAL. SIZE @ 42" O.C. L LEUCOPHYLLUM F. 'GREEN CLOUD', TEXAS RANGER 5 GAL. @ 36" 0.C. L CALLISTEMON 'LITTLE JOHN' 5 GAL. SIZE @ 36" O.C. L PLANT MIX 'B' 50% ENCELIA CALIFORNICA, CALIFORNIA BRITTLEBUSH 50% MUHLENBERGIA RIGENS, DEER GRASS 1 GAL. SIZE @ 30" O.C. NOTE: REFER TO CONTAINER PLANT MIX LAYOUT ENLARGEMENT ON THIS SHEET. L HESPERALOE PARVIFLORA, RED YUCCA 5 GAL. SIZE @ 36" O.C. L ACACIA REDOLENS 'DESERT CARPET', PROSTRATE ACACIA 1 GAL. SIZE @ 48" O.C. L SALVIA 'BEE'S BLISS', BEE'S BLISS SAGE 1GAL @ 42" O.C. L LEYMUS CONDENSATUS 'CANYON PRINCE', NATIVE BLUE RYE 1 GAL. SIZE @ 24" O.C. L ALOE 'BLUE ELF' 1GAL @ 24" O.C. L SENECIO MANDRALISCAE, BLUE CHALK STICKS 1 GAL. SIZE @ 18" O.C. L CHONDROPETALUM T., CAPE RUSH 1 GAL @42" O.C. L CEANOTHUS MARITIMUS 'VALLEY VIOLET', MARITIME CEANOTHUS 5 GAL. SIZE @ 36" O.C. L DIANELLA REVOLUTA 'VARIEGATED', VARIEGATED FLAX LILY 5 GAL. SIZE @ 24" O.C. L FESTUCA MAIERI, 1 GAL. @ 24" O.C. L SALVIA POZO BLUE, GRAY MUSK SAGE 5 GAL. SIZE @ 42" O.C. L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. KEEP IT APPROPRIATELY AWAY FROM TREES, SHRUBS, SUCCULENTS, AND GROUND COVERS. ALUC FLIGHT ZONE NO TREES SHALL BE PLANTED WITHIN THE ALUC FLIGHT ZONES. HEIGHT RESTRICTIONS. 1. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. BLDG. ENTRY ENLARGEMENT 'B' ON SHEET L-31 2. INTEGRAL COLORED CONC. DAVIS COLORS 'COBBLESTONE' 860. TOP CAST #05 FINISH. PROVIDE MOCK UP FOR REVIEW. REFER TO TYP. VEHICULAR ENTRY DRIVE ENLARGEMENT 'A' ON SHEET L-31. 3. TYP. CONC. WALKWAY COMBINATION BIKE PATHWAY REFER TO DETAIL 'B' SHEET L-31. MEDIUM BROOM FINISH. 4. TYP. CONC. WALKWAY WITH MEDIUM BROOM FINISH. REFER TO DETAIL 'B' SHEET L-31. CONSTRUCTION KEY NOTES: FRONTAGE TREES ALONG LIMONITE SYMBOL TREE NAME QTY. WUCOLS BRACHYCHITON ACERIFOLIOUS, FLAME BOTTLE TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD 79 M ACACIA BAILEYANA 'PURPUREA', PURPLE LEAF ACACIA 36" BOX SIZE. DOUBLE STAKE. STANDARD. 108 L GREVILLEA ROBUSTA, SILK OAK TREE 24" BOX SIZE. DOUBLE STAKE. STANDARD. 70 M GINKGO BILOBA 'PRINCETON SENTRY', PRINCETON SENTRY GINKGO 36" BOX SIZE. DOUBLE STAKE. STANDARD. 38 M INSTALL REBAR TREE FRAME WITH (3) 5 GAL. SIZE BOUGAINVILLEA 'SAN DIEGO RED' VINES EQUALLY SPACED AROUND BASE. TO BE DISCUSSED WITH OWNER & CITY. 14 L ACCENT PLANTING WITHIN PARKWAY SYMBOL NAME WUCOLS TEUCRIUM CHAMAEDRYS, WALL GERMANDER 1 GAL. SIZE @ 30" O.C. L DIANELLA REVOLUTA 'LITTLE REV', LITTLE REV FLAX LILY 1 GAL. SIZE @ 24" O.C. L ACHILLEA 'PAPRIKA', PAPRIKA YARROW 1 GAL. SIZE @ 24" O.C. L ACCENT SUCCULENT AGAVE AMERICANA, CENTURY PLANT 5 GAL. SIZE. L ABC ENLG. 'M' ENLARGEMENT 'M' SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH PLANTING PLANL-30 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 KEY MAP ARCHIBALD AVE. LIMONITE AVE. BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 BLDG. 6 1 1 339
SCALE: 1" = 20'-0" 0 20' 40' 60' NORTH ENLARGEMENTS & DETAILS L-31 AP EXP. 11-30-23P O F SIGNATURE NO. 2076S A ST F TE O CALI DATE DE ER T IS G RE O T ER SC AND L SCA PET A ORNI CHITE N CT E AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 A ENHANCED VEHICULAR PAVING NTS CONC. CURB PER CIVIL PLANS REFER TO SOILS ENGINEERING REPORT FOR THICKNESS OF CONC. AND RECOMMENDED REINFORCING 12" OF COMPACTED SUBGRADE, TYP. DOWEL INTO CONC. BAND (#4 BAR AT 36" O.C.) NOTE: ALLOW FOR EXPANSION JOINTS. APPLY SEALER F.G. PERIMETER CONC. BAND. REFER TO PLAN FOR BAND WIDTH AND COLOR. CONC. FINISH PER PLAN. SAW CUT SCORE LINES PER PLAN. F.G. B PEDESTRIAN CONCRETE PAVING DETAIL NTS CONCRETE PAVING KEY NOTES: 1. CONC. PAVING WITH FINISH PER PLAN. 2. 14" EXPANSION JOINT LOCATED AT STRESS POINTS. 3. SCORE LINE CONTROL JOINT AS REQUIRED. 4. #3 BAR AT 18" O.C. EACH DIRECTION. 5. COMPACTED SUBGRADE/GRANULAR MATERIAL. 6. ALLOW FOR THICKENED CONC. EDGE ADJACENT TO PLANTING AREAS. 4" 3 1 2 4 6 5 ENLARGEMENT 'A' - TYP. ENHANCED PAVING AT DRIVEWAY ENTRY SCALE: 1/8" = 1'-0" 1 18" WIDE MIN. BAND. ENLARGEMENT 'A' KEY NOTES: 1. CONC. PERIMETER ACCENT BAND. NATURAL GRAY. MEDIUM BROOM FINISH. PROVIDE EVENLY SPACED CONTROL JOINTS AT ALL CORNERS. 2. INTEGRAL COLORED CONC. DAVIS COLOR 'COBBLESTONE' 860. TOPCAST #05 FINISH. (4'-0" SQ. GRID PATTERN AT 45° ANGLE). NOTE: REFER TO DETAIL 'A', THIS SHEET FOR VEHICULAR PAVING. * SAW-CUT ALL SCORE LINE. CONTRACTOR SHALL UTILIZE A SHARP MASONRY BLADE IN ORDER TO PREVENT "CHIPPING" 4'-0" R.O.W. P.A. P.A. P.A. 2 ENLARGEMENT 'B' - TYP. ENHANCED PAVING AT DRIVEWAY ENTRY SCALE: 1/8" = 1'-0" BUILDING 1 3'-0" INTEGRAL COLORED CONC. DAVIS COLOR 'COBBLESTONE' 860. TOPCAST #05 FINISH. 3'X3' GRID PATTERN. SAW CUT SCORE LINE. 45° ANGLE. ALLOW FOR SCORE LINES FOR CRACK CONTROL P.A. P.A. TYP. LIGHT STANDARD 12" MAX. WIDTH ADA RAMP PER CIVIL DWGS. MEDIUM BROOM FINISH. NOTE: REFER TO DETAIL 'B', THIS SHEET FOR PEDESTRIAN PAVING. NOTE: REFER TO SOILS REPORT FOR BASE REQUIREMENTS THIS SHEET HAS BEEN INCLUDED FOR REFERENCE, BUT IS NOT APPROVED AS A PART OF THESE LANDSCAPE PLANS. A SEPARATE APPROVAL IS REQUIRED BY THE CITY OF EASTVALE BUILDING AND PLANNING DEPARTMENT. NOTE: THIS SHEET HAS BEEN INCLUDED FOR REFERENCE, BUT IS NOT APPROVED AS A PART OF THESE LANDSCAPE PLANS. A SEPARATE APPROVAL IS REQUIRED BY THE CITY OF EASTVALE BUILDING DEPARTMENT AND PLANNING DEPARTMENT. NOTE: THIS SHEET HAS BEEN INCLUDED FOR REFERENCE, BUT IS NOT APPROVED AS A PART OF THESE LANDSCAPE PLANS. A SEPARATE APPROVAL IS REQUIRED BY THE CITY OF EASTVALE BUILDING DEPARTMENT AND PLANING DEPARTMENT 340
IRRIGATION & PLANTING DETAILS L-32 AJ EXP. 11-30-23
P O
F SIGNATURE NO. 2076S
A ST
F
TE
O

CALI DATE

DE ER T IS G RE
O
T
ER
SC
AN
D
L
SCA
PET
A
ORNI
CHITE
N
CT
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 G SUB-SURFACE DRIP IRRIGATION DIAGRAM NTS 1. IRRIGATION MAIN LINE 2. DRIP VALVE ASSEMBLY (IN VALVE BOX) 3. PVC, POLYETHYLENE TUBING, OR DRIPLINE HEADER 4. COMPRESSION FITTINGS 5. XF SERIES DRIPLINE LATERALS (INLINE EMITTERS) 6. FLUSH VALVE 7. AIR RELIEF VALVE KIT IN VALVE BOX 8. INDICATOR VALVE 18" O.C. (PREFERRED) DRIP KEY NOTES DRIPLINE LATERAL RUN LENGTH 1 2
4 3
6 3
4 7
5 18" O.C. 18" O.C. 3-4" EDGE OF PAVING 15" (TO FIRST DRIPLINE) PLAN VIEW LOAM SOIL 24" O.C. 24" O.C. 3-4" CLAY SOIL 12" O.C. 12" O.C. 3-4" SANDY SOIL NOTES: A. VALVE BOX SHALL BE STENCILED 'ECV' W/ 6" HIGH BY 1" LETTERS. THE PAINT SHALL BE GREEN, OIL BASED ENAMEL AND HAND PAINTED. B. PLACE AGGREGATE PRIOR TO INSTALLATION OF BOX. COVER VALVE BOX PIPE OPENINGS TO PREVENT SOIL ENTRY. C. INSTALL VALVE A MIN. OF 18" FROM STRUCTURES OR HARDSCAPING. D. INSTALL VALVE IN PLANT BEDS WHERE EVER POSSIBLE, NEXT TO SIDEWALKS. E. PLACE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. F. ADJACENT VALVES SHALL BE NO CLOSER THAN 48" APART. G. ALL RCV LIDS TO BE HOT-BRANDED. 5 6
3 7
4 3 12
1 8
910 11
4 3
5 7
8 17
2 6 15
1 12"
FLOW
18" MIN 11 10 12 FLOW13
18" MIN 14
9 16 NOTE: A. ALL PIPE FITTINGS SHALL BE BRASS UNLESS OTHERWISE NOTED. B. THE BACKFLOW PREVENTOR DEVICES AND INSTALLATIONS OF HEALTH SERVICES & WATER AGENCY. C. COAT ALL EXPOSED THREADS W/ AN APPROVED RUST INHIBITING SEALANT. D. PLASTIC PIPE SHALL NOT BE USED ABOVE FINISH GRADE. E. EQUIPMENT TO BE INSTALLED A MINIMUM OF 24" FROM ANY STRUCTURES OR HARDSCAPE. F. RADIUS ALL EXPOSED CONCRETE EDGES. G. WHEN UNIT IS NEXT TO A STRUCTURE (I.E. WALL, BUILDING, ETC.) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 1. PLASTIC VALVE BOX & LOCKING COVER. REFER TO SPECIFICATIONS FOR TYPE. COLOR: PURPLE. BRAND W/ 2" HIGH CHARACTERS. 2. TO SPRINKLER- ANGLE PIPE TO SPECIFIED DEPTH W/ 45 ELLS. 3. SCHEDULE 40 PVC MALE ADAPTOR. 4. WIRE SPLICES SHALL BE SCOTCH LOC PEN TITES OR APPROVED EQUAL W/ EXPANSION LOOPS INSTALLED. 5. FINISH GRADE. 6. PIG TAIL EXPANSION LOOP (MIN. 24-INCHES LONG.) 7. ELECTRIC VALVE. 8. 2" X 4" X 8" CONC. BLOCKS 9. 6-INCH THICK OF 3 4" WASHED CRUSHED AGGREGATE. 10. CONTROL & COMMON WIRES. 11. PRESSURE SUPPLY LINE. 12. 1 2" IN LAWN AREAS, 1-INCH IN PLANTING BEDS. DRIP VALVE ASSEMBLY B NTS

A REMOTE CONTROL VALVE NTS BACKFLOW DEVICE
J NTS 1. PRESSURE REGULATOR. 2. BACKFLOW PREVENTOR ASSEMBLY 3. BRASS NIPPLE-TYPICAL (4) PLACES. 4. BRASS 90 DEGREE ELL-TYPICAL (2) PLACES. 5. BRASS NIPPLE. 6. BRASS WYE STRAINER W/ 30 MESH MONEL SCREEN. 7. 4-INCHES THICK, 36-INCHES LONG, 32 INCHES WIDE CONCRETE PAD SLOPE PAD TO DRAIN 2% MIN. 2,000PSI MIN. 8. FINISH GRADE. 9. 90% COMPACTION REQUIRED. 10. BRASS NIPPLE-TYPICAL (2) PLACES. 11. SCH 80 PVC COUPLING (TYP.) 12. SCH 40 PVC MALE ADAPTORS TYPICAL(2) PLACES. 13. PRESSURE SUPPLY LINE. 14. SCH 40 PVC 90 DEGREE ELL (2) PLACES. 15. BRASS UNION. 16. LINE FROM WATER SOURCE. 17. INSTALL PROTECTIVE STEEL CAGE PER PLAN. COLOR: PURPLE. 2 1 2
3 4
5 6
7 898 10 11 12 13 14 15 16 17 18 1. FINISH GRADE/TOP OF MULCH 2. 3. DRIP REMOTE CONTROL VALVE: RAIN BIRD 150 PESB (INCLUDED IN XCZ-PRB-150-COM KIT) 4. ID TAG 5. WATERPROOF CONNECTION: RAINBIRD DB SERIES 6. 30-INCH LINEAR LENGTH OF WIRE, COILED. 7. PRESSURE REGULATING QUICK CHECK BASKET FILTER: RAINBIRD PRB-QKCHK-100 (INCLUDED IN XCZ-PRB-150 COM KIT) 8. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 9. PVC SCH 40 ELL 10. PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 11. PVC SCH 40 TEE OR ELL 12. MAINLINE PIPE 13. 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 14. PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN XCZ-PRB-150-COM KIT) 15. PVC SCH 40 TEE (INCLUDED IN XCZ-PRB-150-COM KIT) 16. PVC SCH 40 ELL (INCLUDED IN XCZ-PRB-150-COM KIT) 17. PVC SCH 40 FEMALE ADAPTOR 18. LATERAL PIPE. WALL MOUNT IRRIGATION CONTROLLER, INSTALL PER MANUFACTURER'S INSTRUCTIONS. 1 120 V. AC POWER SUPPLY CONDUIT (NON-SWITCHED POWER)2 JUNCTION BOX. 3 2
1 4 2" PVC CONDUIT FOR CONTROL WIRES.
5 SWEEP ELL.6 DIRECT BURIAL WIRES TO VALVES.7 FINISH GRADE. 10 1 9 7
6 4
5 2
3 8 12" MIN. 60"
8 EXTERIOR BUILDING SLAB.9 BUILDING WALL. LOCATE IN PROTECTIVE STAINLESS STEEL WALL MOUNTED ENCLOSURE BY 'STRONG BOX' OR APPROVED EQUAL. 10 H NTS WALL MOUNTED IRR. CONTROLLER

D QUICK COUPLER VALVE NTS
3 2 1
8 4
5 7
6 1'-0"
8 ELEVATION 10 BELOW GRADE PIPING INSTALLATION RAINBIRD OR APPROVED EQUAL QUICKCOUPLING VALVE SHALL BE 2" BELOW VALVE BOX COVER. 1 APPROVED VALVE BOX 10" LOCKING CARSON OR EQUAL. STENCILED WITH 6" HIGH X 1" WIDE "Q" ON LID (COLOR: PURPLE) AND ADJACENT CURB TOP AND FACE WITH FEDERAL SAFETY GREEN ENAMEL. 23 FINISHED GRADE. STAINLESS STEEL CLAMPS OR STEEL CLAMPS (COMMERCIAL QUALITY GALVANIZED OR CADMIUM PLATED)- TWO REQUIRED.
4 PRESSURE LINE FITTING LENGTH AS REQUIRED SCH. 80 PVC RISER.5 3 4" DIA. SCHEDULE 40 GALVANIZED STEEL PIPE STAKE.
67 PVC NIPPLE (12" LONG).8 P.V.C STREET ELL.9 PEA GRAVEL. 2 CUBIC FEET. PRESSURE SUPPLY LINE. 18" BELOW FINISHED GRADE. 10 9 FLOW SENSOR KEY NOTES: 1. LOCKABLE VALVE BOX, HEAT BRANDED WITH COMPONENT NAME. PROVIDE WATER ID TAG ON ALL VALVES. COLOR: PURPLE. 2. FLOW SENSOR PER LEGEND. CONNECT WIRES PER MANUF. SPECS. 3. DISTANCE PER MANUFACTURER'S SPECS. 4. GRAVEL. 5. MASTER VALVE PER IRRIG. LEGEND. 6. MAIN LINE TO SYSTEMS. 7. MAIN LINE TO P.O.C. 8. WATER ID TAG 1 2 3
4 4
5 6
7 8
1 8
M FLOW SENSOR/ MASTER VALVE INSTALLATION NTS NOTES: 1. ALL PIPE AND FITTINGS SHALL BE SCHEDULE 80 PVC UNLESS OTHERWISE SPECIFIED. 2. QUICK COUPLER VALVE BOX IN LAWN AREAS SHALL BE SET AT GRADE. 3. QUICK COUPLER VALVE BOX IN SHRUB AREAS SHALL BE SET AT 4" ABOVE GRADE. 4. PIPE SIZE FROM MAIN LINE SHALL MATCH QUICK COUPLER INLET DIAMETER. 5. SIMILAR METALS SHALL BE SEPARATED BY AN APPROVED DIELECTRIC COUPLING. 6. SCHEDULE 80 PLASTIC PIPE SHALL BE USED ABOVE FINISHED GRADE. 3 5
4 LEGEND:
6 7
1 2
9 12" MIN
8 TYP3" GATE VALVE
C 1. 1/2" IN LAWN AREAS, 1" IN PLANT BEDS. 2. ROUND PLASTIC VALVE BOX W/ LOCKING PLASTIC COVER MARKED "GATE VALVE" (REFER TO SPECIFICATIONS FOR TYPE). COLOR: PURPLE. BRAND W/ 2" HIGH CHARACTERS. 3. FINISH GRADE. 4. KING BROS. IND. GATE VALVE OR APPROVED EQUAL SLIP FIX 5. TXT- NIPPLE 6. SCH 40 PVC MALE ADAPTORS. SLIP-FIX CONNECTION 7. 2"X4"X8" CONCRETE BLOCKS. 8. 1" WASHED CRUSHED AGGREGATE OVER WIRE MESH. 9. SUPPLY LINE. PLASTIC LOCKING VALVE BOX & LID HEAT BRANDED W/'GATE VALVE W/SS. BOLT 1 23456
36" MIN. DEPTH
2"
CLR 6" NOTES: A. ALL SLEEVES TO BE PVC. SCH. 40 AND TWICE THE DIAMETER OF THE WORKING PIPE. B. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. C. SLEEVE SHALL BE IDENTIFIED WITH MARKING TAPE INSTALLED 12" FROM THE SURFACE INDENTIFYING TYPE OF LINE WITH APWA STANDARD "CAUTION WATERLINE BURIED BELOW" IN BLUE OR "CAUTION RECYCLED WATERLINE BURIED BELOW' IN PURPLE. D. CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES. 1. HARDSCAPE SURFACE. 2. CLEAN BACKFILL AS REQUIRED. TO BE SET IN 6-INCHES LIFTS. 3. LATERAL LINE WITH SLEEVE. 4. PRESSURE MAIN LINE WITH SLEEVE. 5. CLEAN SAND. 6. CONTROL WIRES & COMPUTER HARDWARE WIRE SLEEVE.

F IRRIGATION SLEEVING NTS
1 FINISH GRADE. CLEAN COMPACTED BACKFILL.
23 NON-PRESSURE LATERAL LINE. PRESSURE SUPPLY LINE. SNAKE PIPE IN TRENCH.45 PROVIDE 2" OF CLEAN BACKFILL. CONTROL WIRES. BUNDLE AND TAPE AT 15' O.C. AND INSTALL BELOW PRESSURE SUPPLY LINE.6 12" MIN.
18" MIN.
1 2
4 3 6" TYP
6 5
E PIPE TRENCHING NOTES: A. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90 DEGREE CHANGES IN DIRECTION. NTS PURPLE IF RECYCLED WATER ONLY NTS 24" 6"
5 4
1 3
6 1. WALKWAY, CURB, OR HEADER. 2. SHRUB BUBBLER NOZZLE PER LEGEND. 3. 6-INCHES POP-UP BODY W/ PURPLE COLLAR (INSTALL 1 4" ABOVE F.G.) 4. FINISHED GRADE. 5. TRIPLE SWING JOINT REQUIRED. 6. LATERAL LINE (TEE OR ELL) 2 POP-UP BUBBLER AT TREE
I NTS
2 4
3 1
8 6
X
2X
7 5 1. ROOT BALL - DO NOT COMPACT ROOT BALL SOIL. ALLOW ROOT BALL TO SETTLE TO FINISHED GRADE. 2. FINISHED GRADE. 3. APPLY A 3" WOOD BARK MULCH. KEEP 2-3" AWAY FROM PLANT. 4. 3-INCH BERM TIGHTLY COMPACTED IN PLACE TO FORM WATERING BASIN. 5. NATIVE SOIL. 6. TRI-C ENTERPRISES MYCO-PAKS MUST TOUCH ROOT BALL. 7. PREPARED SOIL MIX. PLANT PIT TO BE 1 1 2" TIMES THE WIDTH OF THE ROOT BALL. 8. SHRUB TRUNK. SHRUB PLANTING L NTS 2 1/2X ROOTBALL DIAMETER TREE PLANTING (DOUBLE STAKE) SOIL NATIVE FIRM ROOTBALL DEPTH TOP OF ROOTBALL IS TO BE PLACED AT 2" ABOVE FINISH GRADE. THE FINISH GRADE IS TO BE LEVEL WITH TOP OF CONC. CURB OR SIDEWALK. 2 CREATE 3" HIGH WATERING BASIN BERM. ALLOW FOR 48" DIA. OF 3" THICK SHREDDED BARK MULCH WITHIN WATERING BASIN BERM. 12 VINYL CINCH TIE. SCREWED W/GALV. SCREWS STAKE WITH ROOF NAIL. PLACE TIE 6" ABOVE TOP FLEX POINT ON TREE TRUNK. (2 LOCATIONS)3 2" LODGEPOLE PINE TREE STAKE TREATED W/ COPPER NAPTHANATE. 2" DIA. BY 10' LENGTH FOR 24" BOX TREE. STAKES ARE TO BE INSTALLED IN A "v" CONFIGURATION. STAKE HEIGHT MAY VARY WITH TREE SPECIES. CONTRCTOR SHALL USE LENGTH REQUIRED. SEE DIAGRAM TO RIGHT45 NATIVE SOIL BACKFILL 5 6
6 BACKFILL MIX NOTE: FLOOD THE ROOT ZONE AFTER PLANTING TO REMOVE AIR AND SETTLE SOIL. 3 APPLY A 3" LAYER OF SHREDDED BARK MULCH WITHIN WATERING BASIN. SET 4" AWAY FROM TRUNK. 7 7 1
3 K
4 NOTE: STAKE PLACEMENT SHALL NOT DAMAGE TRUNK OR BRANCHES OR PIERCE ROOTBALL. TIE STAKES INTO TREE AT CANOPY NOTE: STAKE PLACEMENT SHALL NOT PIERCE ROOTBALL N.T.S. WYE STRAINER SHALL BE ON BACKFLOW RISER TO SHORTEN LENGTH OF ASSEMBLY. NOTE: TREE STAKING IS THE RESPONSIBILITY OF THE CONTRACTOR TO DO WHAT IS REQUIRED. TALLER STAKES, ADDITIONAL STAKES, ETC. MAY BE NEEDED. NOTE: ALL THREADED PIPES SHALL UTILIZED TEFLON TAPE. VALVE BOX WITH COVER: RAIN BIRD VB-STD. COLOR: PURPLE. BRAND WITH 2" HIGH CHARACTERS. 8 341
I. SCOPE OF WORK A. the Contractor shall provide all labor, tools, machinery, and processes necessary to install a complete irrigation system as shown on the plans and/or specified herein. When completed the irrigation system shall be a 100 % coverage system in a total functioning manner. II. GENERAL REQUIREMENTS A. VERIFICATION OF DIMENSION 1. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions. Spacing of irrigation heads, location of valves and vacuum breakers, and proposed P.O.C. Shall be as indicated on the drawings. Any deviation from the plans must have the approval of the Owner's Representative or the Landscape Architect. B. VERIFICATION OF FINISH GRADE 1. The Contractor shall inspect the site and check all finish ± 0.1 grades within the work area in order to insure the proper soil coverage (as specified) of irrigation system pipes. C. WATER SUPPLY 1. The Contractor shall verify and be familiar with the source of water supply to theirrigation system as indicated on the drawings and verify available water pressure. Ifpressure is less than what has been designed with, the Contractor is to notify the Owner's Representative or the Landscape Architect. D. PERMITS AND FEES 1. The Contractor shall apply and pay for all necessary permits and fees required in the pursuit of his work as required by the governing codes. E. CARE OF EXISTING BUILDINGS AND SITE 1. The Contractor shall be held responsible for the care and preservation of all existing buildings and structures on the property and adjacent premises and contiguous property. Any part of them injured, damaged or disturbed because of his work shall berepaired, replaced or cleaned by him at his expense. F. REVIEW OF DRAWINGS 1. It is the Contractor's responsibility to review irrigation drawings and note any areashe believes additional heads or valves are required prior to submitting a bid. If no changes are submitted, the Contractor is responsible for full coverage of the irrigation system and providing additional equipment as necessary at the Contractor's expense. G. GOVERNING REGULATION 1. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the irrigation contractor. H. DIAGRAMMATIC DESIGN 1. This design is diagrammatic. All pipe, valves, etc. shown within paved areas are fordesign clarification only and shall be installed in planting areas where possible. Never install backflow preventers in lawn areas, always in shrub areas. I. INSTALLATION 1. All irrigation materials shall be installed in accordance with the techniques and specifications set forth by each respective manufacturer. All pertinent descriptive literature issued by these manufacturers becomes part of these specifications after having been approved by the Owner's authorized representative. Such installation practices shall be followed only if the directions of the irrigation drawings and specifications do not thoroughly and completely order the methods or techniques to be followed. Install all equipment and materials as shown in details. J. SITE PROBLEMS 1. The irrigation contractor shall not willfully install the sprinkler system as indicated on drawings when it is obvious in the field that there are unknown obstructions, gradedifferences, and/or discrepancies in the area dimensions until such conditions are brought to the attention of the Landscape Architect. I II. MATERIALS Irrigation materials and equipment shall be of type, size and location as noted and indicated on the drawings. Materials are to be new and in perfect condition.

No deviations from the specifications shall be allowed. The decision of the Landscape Architect shall be final in the determination of the quality of materials. A. PIPE TRENCHING 1. The Contractor shall verify exact locations of all existing subsurface utilities (mechanical and electrical) prior to excavation. Any A.C. paving concrete work, etc.

Destroyed or damaged by any work under the contract shall be repaired or replaced at the Contractor's expense. 2. Trenches for pipe shall be cut to required grade line at a true gradient to provide uniform support for the full length of pipe. 3. Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as noted on the drawings. B. JOINING PIPE 1. The Contractor is responsible to be familiar with the methods of assembling, joining, and installing the various type of pipe to be used. He will adhere in strict accordance with the manufacturer's recommended procedures. 2. No PVC pipe shall be threaded and all transition from PVC to metal piping shall be by PVC male thread adaptor fitting. C. BACKFLOW PREVENTER 1. The backflow prevention device specified herein shall be verified with Local Plumbing and Health Codes. In the event of any conflict on the device or installation methods the Landscape Architect shall be notified PRIOR TO BID OPENING. D. TESTS 1. All main lines and lateral lines which have glued joists under paving in the system shall be capped and pressure tested at 150 psi. 2. Pressure tests require open trench. 3. Pressure shall be sustained in the lines for not less than two (3) hours. If leaks develop the joints shall be replaced and the test repeated until the entire system is watertight. 4. Tests shall be observed and approved by Owner's representative prior to backfill. 5. When the irrigation system is completed (and before planting is begun) the Contractor in the presence of the Owner's representative shall test the coverage of water afforded the lawn and planting areas as complete and adequate. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage disclosed. 6. The Contractor shall inform the Owner's representative of any deviation from the plan required by wind, planting, soil or site condition that bear on present coverage. E. IRRIGATION HEAD INSTALLATION 1. All irrigation heads are to have swing joints as detailed. 2. Install all irrigation heads per details. F. CLOSING IN UNINSPECTED WORK 1. The Contractor shall not allow or cause any of his work to be covered or encloseduntil it has been inspected, tested and approved by an authorized representative of the Owner. Should any of his work be enclosed or covered before such inspection and test he shall uncover the work at his own expense and after it has been inspected, tested, and approved shall make all repairs with like materials necessary to restore all his workand that of other Contractors to its original condition. H. BACKFILLING 1. Backfill shall not be placed until the installed sprinkler system has been inspectedand approved by the Owner's representative and Landscape Architect. 2. Trenches shall be backfilled with a minimum of 4" of fine, granular materials to protect the pipe from the clods or rocks, the remaining excavated dirt can be used asbackfill. The Contractor shall not place detrimental subsoil in the top 6" of backfill. 3. If settlement occurs and adjustments in pipes, valves, sprinkler heads or sod arenecessary to bring the system to proper working order, the Contractor shall as a part of the work under this contract make all the necessary adjustments without extra cost to the Owner. I. AUTOMATIC CONTROLLER AND VALVES 1. A 120 volt electrical power outlet to the controller shall be provided by others. The irrigation Contractor shall be responsible for making the hook-up from the outlet to the controller. 2. All wire from the controller to electric control valves shall be solid copper U.F. +14=600 volt direct burial. Use white wire for common, blue for lawn systems, black for shrub systems and red for moisture sensor control wire install in common trench with main line pipe where possible. Provide minimum 18" cover. 3. Wire connections shall be made with "Scotch-Look" wire connector sealing packs #3576. 4. There shall be a control wire from each control valve running to the controller and each control valve shall be connected to the common ground. 5. All electrical work shall comply with applicable codes. 6. Install all valves per details. J. MOISTURE SENSOR INSTALLATION (IF APPLICABLE) 1. All installations and wiring is to be done by the Contractor in compliance with installation and Operating Instruction enclosed with the moisture sensors. V. RECORD DRAWINGS (AS BUILTS) 1. The landscape contractor shall request in writing from the landscape architect the documents necessary to proceed with the preparation of the as-built. 2. The Contractor shall dimension from two (2) permanent points of reference, buildingcorners, sidewalk, or road intersections, etc., the locations of the following items:
(1) Connection to existing water lines.(2) Connection to existing electrical power.(3) Gate valves. (4) Routing of sprinkler pressure lines (dimension max. 100' along routing).(5) Sprinkler control valves.(6) Routing of control wiring.(7) Quick coupling valves.(8) Other related equipment as directed by the Architect. 3. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed sepias to the Architect. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. A. CONTROLLER CHARTS 1. Do not prepare charts until record drawings have been approved by the Landscape Architect and/or Owner. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart is to be a reduced drawing of the actual as-built system. However in the event the controller sequence is not legible when the drawing is reduced, it shall beenlarged to a size that will be readable when reduced. 5. The chart shall be a reduced copy of irrigation as-built and the area of coverage foreach station shall be clearly identified on each sheet. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 10 mils thick. 7. These charts shall be completed and approved prior to final inspection of the irrigation system. B. OPERATION AND MAINTENANCE MANUALS 1. Provide one individually bound manual detailing operation and maintenance requirements for irrigation systems. Assemble material in vinyl covered 3-ring binders. Provide the following in each manual: a. Catalog and parts sheets on every material and equipment installed under this Contract. b. The Contractor shall submit a statement or guarantee and its duration. c. Complete operating and maintenance instructions on all major equipment. Equipment list (provide the following for each item): · Manufacturer's name. · Make and model number.· Name and address of local manufacturer's representative.· Spare parts list in detail. d. Detailed operating and maintenance instructions for major equipment. e. In addition the above-mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Architect as rendered. f. Index sheet, stating irrigation contractor's name, address, telephone number and name of person to contact. C. EQUIPMENT TO BE FURNISHED Supply as a part of this Contract the following tools: 1. two sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. 2. Two five-foot valve keys for operation of gate valves. 3. Two keys for each automatic controller. 4. Six Quick coupler keys and matching hose swivels for each type of quick coupling valve installed. The above-mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Architect. VI. CLEAN-UP A. SCOPE AND FREQUENCY A. After all installation operations have been completed remove all trash, excess soil and rubbish from the property. All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat and orderly condition, throughout the site. The Contractor shall pick up all trash resulting from this work no less than each Friday before leaving the site, once a week and/or the last working day each week. All trash shall be removed completely from the site. VII. GUARANTEE A. The guarantee for the sprinkler irrigation shall be made in accordance with the form shown below. A copy of the guarantee form shall be included in the operations and maintenance manual. The guarantee form shall be re-typed onto the Contractor'sletterhead and contain the following information:

GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse or neglect expected. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs made at our expense and we will pay the costs and charges therefore upon demand. PROJECT: LOCATION: SIGNED: Contractor ADDRESS: PHONE: DATE OF ACCEPTANCE: B. INSTRUCTION After the system has been completed and the connections made the Contractor shall instruct the Owner or his representative in the operations and maintenance of the system. C. TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs as necessary to keep the irrigation system equipment in operating condition. The exerciseof this right by the Owner shall not relieve the Contractor of his responsibility under the terms of the guarantee as herein specified. IRRIGATION SPECIFICATIONS IRRIGATION SPECIFICATIONS L-33 AJ EXP. 11-30-23 P O
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 342
I. SCOPE OF WORK A. Furnish all labor, materials, and equipment necessary to provide and install plant material as shown on the drawings or as specified herein. B. WORK INCLUDED IN THIS SECTION -- (ITEMS INCLUDED BUT NOT LIMITED TO): 1. Grade, including mounding, molding and shaping surface of all planting areas as indicated including the removal of existing vegetation unless otherwise specified. 2. Prepare and till soil in planting areas including furnishing all soil amendments as specified. 3. Furnish and plant all plant materials as indicated by the drawings and specifications. 4. Furnish and plant all plant materials as indicated by the drawings and specifications. 5. Perform all pruning as required. 6. Stake and tie all plant material as specified. 7. Provide for the maintenance of the planting until acceptance of the job by the landscape architect. 8. Dispose of all debris and surplus materials. 9. Clean up 10. Guarantees 11. Maintenance II. VERIFICATIONS OF SITE CONDITIONS: A. EXCAVATION 1. The contractor shall verify exact location of all existing sub-surface utilities (mechanical and electrical) prior to excavation. Any utilities, a.c. paving, concrete work, etc., destroyed or damaged byany work under this contract shall be repaired or replaced at the contractor's expense. B. SUB-SURFACE DRAINAGE OR SOIL CONDITIONS 1. Should sub-surface drainage or soil conditions be encountered which would be detrimental to growthor survival of plant material, the contractor shall notify the landscape architect in writing, stating the condition and submitting a proposal covering cost of correction. if the contractor fails to notify the landscape architect of such conditions, he shall be responsible for plant material under the guarantee clause of the specifications. C. DIMENSIONS 1. All scaled dimensions are approximate. before proceeding with any work, the contractor shallcarefully check and verify all dimensions and quantities, and shall immediately inform the landscape architect of any discrepancy between the information on the drawings and actual conditions, refraining from doing any work in said areas until given approval to do so by the landscape architect. III. MATERIALS A. SOIL AMENDMENTS 1. All soil amendment types and quantities shall be per soils report. B. TOP SOIL 1. Topsoil shall consist of fertile, friable natural loam, of uniform quality, free from subsoil, hard clods, stiff clay, hard pan, sods, partially disintegrated debris, or any other undesirable materials. 2. Topsoil shall not contain noxious weeds, such as morning glory, sorrel, oxalis, spurge, annual poa, nut grass or bermuda grass. C. PLANT MATERIALS 1. Plant names used in the plant list conform to “standardized plant names” by american joint committee of horticultural nomenclature except in the cases not covered therein. in these instances the established custom of the nursery trade is followed. 2. Plants shall be sound, healthy, vigorous, free from disease, insect pests or their eggs and shall have healthy, normal root systems, well filling their containers, but not to the point of being root bound. 3. Plants shall not be pruned prior to delivery. in no case shall trees be topped before delivery. 4. All plant material shall be subject to approval of size, health, quality, character, etc., by the landscape architect. 5. The height and spread of all plant material shall be measured with branches in their normal position. 6. The calpier of the trees shall be measure 4' above the surface of the ground. 7. Where caliper or other dimensions of any plant materials are omitted from the plant list, it shall beunderstood that these plant materials shall be normal stock for type listed. 8. Plant material shall be symmetrical, typical for variety and species, and shall conform tomeasurement specified in the plant list. 9. Plant material larger than those specified may be supplied if complying in all other respects and at no additional cost to the owner, upon approval of the landscape architect. 10. All plant materials must have been previously inspected at the nursery by the county horticulturaldepartment and shall be subject to acceptance as to quality by the landscape architect. 11. Substitutions will not be permitted. 12. Quantities shown on the call outs on the planting plan are for convenience of the contractor only.quantities drawn on the plan (whether by circles or dots), are the final authority and shall be furnished and installed as drawn. 13. Plants must have matching form and shall not be cut back from the nursery before delivery. IV. OBSTRUCTIONS BELOW GROUND A. CONTRACTOR'S RESPONSIBILITY 1. The contractor is responsible for verifying the locations of all utility lines and other undergroundobstructions so that proper precautions may be taken not to disturb or damage such improvements. in the event of a conflict between such lines and plant locations, the contractor shall properly notify the landscape architect who shall arrange for the relocation of one or the other. Failing to follow this practice, the contractor shall at his own expense make any and all repairs for damages resulting from his work. V. FINISH GRADING A. TILLING 1. Till all planting areas as herein specified. B. UNIFORM GRADE 1. After tilling, all areas shall be brought to uniform grade by floating or hand raking. C. GRADE RELATIONSHIPS 1. Finish grade of planting areas after application of soil amendment shall be 1” below top of concrete walks and curb grades and 6” below finish floor of building or as noted by spot elevations. D. SLOPE FROM BUILDING 1. Soil areas adjacent to building shall slope from the building at 2% minimum for 10 ft, and shall continue to slope at a minimum of 1% until water drains to street or storm system. E. ROCKS OR CLODS 1. No rock or clod over ¾” in diameter shall be on top of prepared planting bed. VI. WEED CONTROL A. KILLING WEEDS 1. The contractor shall germinate and destroy existing weed seeds before preparing areas for planting. sufficient water shall be applied to cause weed seed to sprout. young weeds shall then be destroyedand removed before they have an opportunity to set. VII. SOIL PREPARATION A. SOILS REPORT 1. Before starting soil preparation the contractor shall submit a soil report to the owner, city landscapearchitect and landscape architect. Give specs B. COMPACTED AREAS 1. Soil areas that are compacted to more than 92% during site preparation shall be ripped to a minimumof 12” prior to beginning soil preparation. these areas shall be defined by the landscape architect and be billed as an extra is the unit price is quoted in the bid. C. METHOD OF MIXING 1. If the slope is under 2 ½ to 1 the soil preparation materials should be broadcast uniformly over alllandscape areas and worked a depth of 6” by a rototiller or other acceptable mechanical means to obtain a uniform blend to the soil. If the slope is greater than 2 ½ to 1 the amendments shall be hydraulically applied for areas over 1000 sq. ft. and raked in for small areas. D. EXTRANEOUS MATERIAL 1. In addition to the work specified above the contractor shall remove all extraneous material that is exposed on the surface, and grade to facilitate run-off of surface water. E. DELIVERY SLIPS 1. Supply delivery slips from the supplier for the soil amendments to the site, bulk loads from the contractors' yard will not be accepted. Supply empty bags for fertilizer to the superintendent of the job. VIII. SHRUB AND TREE PLANTING A. CORRELATION 1. Trees and shrubs shall not be planted until all operations in conjunction with the installation of all the irrigation systems have been completed, final grades have been established, and the planting bedsproperly prepared by cultivation and fertilization as covered in these specifications. B. PLANTING TIME 1. No planting shall take place during extremely hot, dry, windy or freezing weather. C. LOCATIONS 1. Relative position of all plants and trees is subject to approval by the landscape architect, and they shall, if necessary, be relocated at his direction, as part of this contract. D. DISTRIBUTION 1. No more plants shall be distributed about the landscape area than can be planted and watered on the same day. E. CONTAINER REMOVAL 1. Plant containers shall be removed once plants have been installed. An axe or spade shall not be used. All containers shall be removed from the site. F. PLANTING PITS 1. All trees and shrub pits shall have a diameter of at least twice diameter of the root ball. Pit depths shall be same depth as container pot for trees and for shrubs or as per planting details. G. PLACING 1. Plans shall be placed and be held during backfill in an upright position in the center of the pit. plants shall be held at, or slightly above nursery level. the earth ball shall be kept intact. any exposed roots shall be spread. injured roots shall be pruned. H. BACKFILL 1. Plant pit backfilling soil shall consist of 1 part nitrogen stabilized sawdust w/ 2 parts topsoil. Materials shall be thoroughly mixed before placement. in addition to backfill TRI-C HUMATE 50 LBS/ 1,000 S.F. ORGANIC FERTILIZER. TRI-C MYCO PACS shall be added to the plant pits at the following rates:1 gal. container plant pits to receive 1 Pak. 5 gallon container plant pits to receive 3 Paks. 15 gallon container plant pits to receive 8 Paks. 24" box pits to receive 12 Paks. 36" box pits to receive 18 Paks. 48" box pits to receive 22 Paks. I. WATERING 1. When the pit has been backfilled to three quarters of its depth, water shall be poured about the roots. Air pockets shall be eliminated and backfill continued until the backfill is brought to the grade level. J. COMPACTING 1. Backfill shall not be compacted around the roots or ball of the plant during or after planting. The backfill on which the root ball shall be compacted. K. SETTLEMENT 1. Plants which settle shall be raised to the required level or relocated at the option of the contractor. Raised plants which fail to grow shall be replaced. L. STAKING 1. Stakes shall be driven to sufficient depth to hold tree rigid. tree shall be supported by at least four ties. (see details) M. PRUNING 1. Limbs, branches, canes and runners which require trimming shall be removed to leave a clean cut flush with trunk. (pruning only as directed by the landscape architect) N. PLANTING BEDS 1. Planting beds shall be edged and cultivated to line shown. Beds shall be brought to a smooth even surface conforming to established grades after full settlement has occurred. IX. GROUND COVER AREAS A. REFERENCE 1. Refer to paragraph v, vi, vii, for finish grading, weed control and soil preparation. B. SOIL PREPARATION 1. Prepare the soil as per these specifications and the “planting notes” on the planting plan. C. GRADING 1. Areas shall be raked and floated smooth to provide a true surface. D. SPACING 1. Plant at spacings and in areas indicated on the drawings. Soil shall be firmly pressed around each plant, and the excess soil removed from the crown. F. WATERING 1. Each section of ground cover shall be immediately watered upon completion of planting and thereafter as required. G. SPACING FROM EDGE 1. The first row of ground cover shall always be 18-24" away from the edge of the planting area. X. SEASONAL COLOR (If applicable) A. REFERENCE 1. Refer to paragraph v, vi, vii, for finish grading, weed control, and soil preparation. B. SOIL PREPARATION 1. Prepare the soil as per these specifications and the “planting notes” on the planting plan. C. GRADING 1. Areas shall be raked and floated smooth to provide a true and uniform surface. D. QUALITY OF PLANTS 1. Plants shall be healthy annual plant material in 4” pots in bloom. E. PLANT PITS AND FERTILIZER 1. Each plant pit for seasonal color shall be 6” x 6” x 6” with one teaspoon of bone meal mix into the backfill mix. (use shrub backfill mix.) Do not use agriform plant tablets. F. SPACING 1. Plant at spacing and in areas indicated on the drawings. soil shall be firmly pressed around each plant, and the excess soil removed from the crown. G. WATERING 1. Each section of seasonal color shall be immediately watered upon completion of planting and watering thereafter as required. H. SPACING FROM EDGE 1. The first row of seasonal color should always be within 6” of the edge of the planting area. XI. SOD LAWN MATERIALS AND PLANTING (IF APPLICABLE) A. QUALITY 1. Sod shall be at 1 grade machine cut at a uniform thickness of 5/8” excluding top growth and thatch, weed free and shall be no less than eight months nor more than sixteen months old. B. TIMING 1. Installation shall take place within 24 hours after harvesting. C. REFERENCE 1. Refer to paragraph v, vi,vii, for finish grading, weed control, and soil preparation. D. PREPARATION 1. Sod areas prior to planting shall be rolled lightly and watered to a depth of 6” the day prior to planting. If any air pockets are found, the area shall be regraded as necessary. lightly water the area to be planted just prior to planting. E. INSTALLATION 1. Sod shall be laid in a staggered pattern, with tight joints and in the same direction each time. On all slopes sod shall be installed from the bottom up and the newly laid sod should be protected by walking on boards as installer moves upward. On slopes, pin the sod down with wooden pegs. No metal staples will be allowed. No sod of less than 18” in length will be allowed. F. JOINTS 1. Adjoin the section of sod firmly together. If air spaces occur between sections of sod they must be filled with sand or have the sod relaid. G. ROLLING 1. Roll sod with an adequately weighted roller to smooth out the sod bed. H. PROTECTION OF EDGES 1. Regrade to protect the edges from drying if mowing edge is not used. I. WATERING 1. After installation sod must be kept thoroughly watered to a depth of 6”. No foot traffic should be allowed for 2 to 3 weeks from the date of installation. J. INSPECTION BY SUPPLIER 1. If there are any questions regarding the quality of sod installation a representative of the supplier shall be required to inspect the installation and the contractor called out by the supplier's representative. XII. SEED LAWN PLANTING (IF APPLICABLE) A. REFERENCE 1. Refer to paragraphs v, vi, vii, for finish grading, weed control, and soil preparation. B. PREPARATION 1. Cultivate to a depth of 2” below finish grade, remove stones, foreign growth of any kind and extraneous matter and grade to remove ridges and depressions so that areas after settlement will conform to the finish grade. Roll and take lightly until the surface is smooth, friable and of uniform fine texture. C. SOWING 1. Sow lawn seed in the area designated on the drawings at the rate as designated on the drawings. Sow the lawn in two directions. D. TOP DRESSING 1. Rake lightly, spread ¼” of top dressing with a mechanical spreader, roll with 200 lb. Roller and water with a fine spray. XIII. HYDROSEEDING SPECIFICATIONS (IF APPLICABLE) A. GENERAL B. EQUIPMENT 1. Hydraulic equipment used for the application of the fertilizer, seed and slurry of prepared wood pulp shall be the “super hydro-seeder” type as approved by the landscape architect. C. APPLICATION 1. The operator shall spray the area with a uniform, visible coat by using the green color of the wood pulp as a guide. The slurry shall be applied in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rate per acre. D. TIME LIMIT 1. All slurry mixture which has not been applied to the slopes within four hours after mixing will be rejected and removed from the project at the contractor's expense. E. PROTECTION 1. Special care should be exercised by the contractor in preventing any of the slurry being sprayed inside any reservoir basin or onto drainage ditches and channels which may impede the free flow of rain or irrigation water. Any slurry spilled into restricted areas shall be cleaned up at the contractor's expense to the satisfaction of the landscape architect or owner. F. MAINTENANCE AND IRRIGATION 1. Once the slurry mulch has been applied and allowed to set for one day, the slopes shall then be irrigated. There is no set irrigation requirements in gallons per minute. Duration of time and number of gallons to be applied to the slopes will vary from day to day and system to system depending on the rate of growth and climatic conditions encountered. As a rule of thumb the soil surface must be kept moist at all times, particularly during the seeding germination period (30 days). G. RESEEDING 1. All bare spots shall be reseeded (sodded, if hydroseed is turf mix), by the contractor within 45 days providing the lack of cover growth or mulch is not due to inadequate sprinkling or erosion caused by excessive watering by owner. XIV. REPLACEMENTS A. GENERAL 1. Contractor shall immediately replace any and all plant materials which for any reason die or are damaged while under his care. replacements shall be made with plants of like kind and size in the same manner as specified for the original planting. (see guarantee “c” for definition of replacements.) XV. CLEAN-UP A. GENERAL 1. After the installation operations have been completed remove all trash, excess soil, empty plant containers and rubbish from the property. All scars, ruts or other marks in the areas caused by this work shall be repaired and the ground left in a neat and orderly condition throughout the site. Contractor shall pick up all trash resulting from this work no less than each friday before leaving the site, once a week, and/or the last working day each week. All trash shall be removed completely from the site. B. TOP SOIL 1. Excess topsoil shall be removed from the site. C. REMOVAL OF TAGS 1. Remove all tags, labels, nursery stakes and ties from all plants unless otherwise directed, only at the end of all installation. XVI. PROTECTION A. GENERAL 1. At all times during construction, adequate protection shall be provided for all planted areas against damage of any kind until final acceptance by the landscape architect. B. RESPONSIBILITY 1. The contractor shall be held responsible for the care and preservation of all existing buildings and structures on the property and adjacent premises. any part of them injured, damaged or disturbed because of his work shall be repaired, replaced or cleaned by him at his expense. XVII. GUARANTEE A. SHRUBS 1. All shrubs shall be guaranteed as to growth and health for a period of 180 days after completion of the specified maintenance period and/or final acceptance by the owner. B. TREES 1. Trees shall be guaranteed to live and grow in acceptable upright position for 12 months after the specified maintenance period and/or final acceptance by the owner. The owner must provide adequate maintenance to insure the extended guarantee on trees. C. DEFINITION OF DEATH 1. Plants which die or lose more than 30% of their original leaves shall be replaced. D. REPLACEMENT 1. The contractor, within seven (7) days of written notifications by the owner, shall remove and replace all guaranteed plant materials which, for any reason, fail to meet the requirement of this guarantee. Replacement shall be made with plant materials as indicated or specified for the first planting, and all such replacement materials shall be guaranteed as specified for the original guarantee material. XVIII. MAINTENANCE A. SCOPE 1. After all work indicated on the drawings or herein specified has been completed, inspected, and approved by the owner or his representative, the contractor shall maintain all planted areas by means of continuous watering, weeding, rolling, mowing, reseeding, edging and/or any other operations necessary for their care and upkeep for a period of not less than ninety (90) days. At the end of the maintenance period, all plant materials shall be in healthy, growing condition. B. WEED CONTROL 1. All planted areas shall be kept free of debris and shall be weeded at not more than ten (10) day intervals. Areas that do not have a pre-emergent weed killer shall also be cultivated at not more than ten (10) day intervals. C. FERTILIZING 1. All planted areas shall receive a fertilizer application as per soils report every 30 days following the beginning of maintenance. Water in thoroughly after application. Tri-C Humate is required. D. CONDITION OF SITE 1. During the maintenance period, keep the project neat and free from debris at all times. Obtain the owner's approval for on-site storage of equipment or maintenance material. XIX. FINAL CONSTRUCTION INSPECTION AND FINAL MAINTENANCE INSPECTION A. FINAL CONSTRUCTION INSPECTION 1. When all landscape improvements have been installed in accordance with the plans and specifications, the contractor shall notify the landscape architect and request a “final construction” inspection. if the landscape architect determines the work to be substantially complete and in conformance with plans and specifications, the contractor will be advised that the basic maintenance period is started. B. FINAL MAINTENANCE INSPECTION 1. At the end of the maintenance period and when ground covers and turf have established and all pick-up items have been completed the contractor shall request a final maintenance inspection. The contractor will be advised by the landscape architect at the final inspection that work is or is not satisfactory. · If the work is satisfactory, the basic maintenance period will end on the date of the final inspection. · If the work is unsatisfactory, the basic maintenance period will continue at no additional expense to the owner until the work has been completed, inspected and approved by the landscape architect. C. FAILURE TO PASS INSPECTION 1. If work fails to pass final inspection, any subsequent inspections must be rescheduled as per above and will be charged to the contractor at the prevailing hourly rate of the landscape architect. D. LONG TERM MAINTENANCE NOTES AND SCHEDULES A REGULAR MAINTENANCE SCHEDULE SATISFYING THE FOLLOWING CONDITIONS SHALL INCLUDE THE FOLLOWING: 1. LANDSCAPE MAINTENANCE SHALL INCLUDE THE GENERAL CARE AND MAINTENANCE OF ALL AREAS AND CONSIST OF PROPER WATERING, PRUNING, FERTILIZATION, WEEDING, REPLENISHING MULCH, RODENT CONTROL, AND CLEANUP. LANDSCAPE MAINTENANCE SHALL ALSO INCLUDE THE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM. 2. CONTROL ALL HARMFUL DISEASES AND PESTS. ALL CHEMICAL APPLICATIONS MUST BE PER STATE LICENSED ADVISORS AND APPLICATORS. 3. PRUNING SHALL BE DONE FOR REMOVAL OF DEADWOOD, CROSS-BRANCHING, AND SHRUB AND GRASS BLOOMS TO BE CUT AFTER BLOOM PERIOD, PER INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS (ISA). PLANTS SHALL NEVER BE SHEARED UNLESS SPECIFIED ON THE APPROVED PLAN. TREES ARE TO BE ALLOWED TO GROW TO THE DESIGNED SIZE AND TO PROVIDE MAXIMUM SHADING OF PAVED AREAS. TOPPING OF TREES IS NOT AN ACCEPTABLE PRUNING METHOD. TREE STAKES AND TIES SHALL BE REMOVED AFTER THE ROOTS BECOME ESTABLISHED TO PREVENT GIRDLING OF THE TRUNK FOR TIGHT TREE TIES. 4. IRRIGATION SYSTEMS SHALL BE MAINTAINED FOR OPTIMUM PLANT GROWTH WITH MINIMAL RUNOFF AND OVERSPRAY TO ENSURE WATER EFFICIENCY. 5. A REGULAR IRRIGATION MAINTENANCE SCHEDULE SHALL INCLUDE, BUT NOT LIMITED TO CHECKING, ADJUSTING AND REPAIRING IRRIGATION EQUIPMENT, AND RESETTING AUTOMATIC CONTROLLER(S) AS NEEDED. 6. PROGRAM CONTROLLERS PER CURRENT CALIFORNIA IRRIGATION MANAGEMENT INFORMATION SYSTEMS (CIMIS) (805-644-4921). D. 7. ALWAYS REPLACE IRRIGATION EQUIPMENT

MATCHING PRECIPITATION RATES AND APPROV
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AR 2883 VIA RANCHEROS WAY FALLBROOK, CA 92028 PH: 760-842-8993 DRAWN: SHEET TITLE JOB # 1944 CHK'D: SP

THE HOMESTEAD

EASTVALE, CALIFORNIA
APN: 144-010-015, 144-010-018, 144-010-020, 144-010-023, 144-010-024, & 144-010-032 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT CLIENT: CONSULTANTS:SPLA C I V I L STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION ------- MATERIAL HANDLING - 2020-07-01 CITY SUBMITTAL 2020-08-27 CITY RE-SUBMITTAL PMT BUILDING 1 - 20-10467 BUILDING 2 - 20-10468 BUILDING 3 - 20-10469 BUILDING 4 - 20-10470 BUILDING 5 - 20-10471 BUILDING 6 - 20-10472 2020-12-02 CITY RE-SUBMITTAL 2021-02-02 CONSTRUCTION SET DERMODY PROPERTIES FOUNDATION CONTACT: KARSEN E. KEEVER PH: (206) 947-0789 EMAIL: [email protected] 2022-04-11 FIELD CHANGES 1 343