HomeMy WebLinkAboutAGENDA REPORT 2018 1017 REG CCSA ITEM 10GCITY OF MOORPARK,
CALIFORNIA
City Council Meeting
of 10.17.2018
ACTION Approved staff
recommendation. Adopted
Reso No. 2018-3759
BY M. Benson
G. Consider Award of Agreement to Oakridge Landscape, Inc. for Tierra
Rejada Streetscape Revitalization Final Phase (Project No. M0031); and
Resolution Amending the Budget for Fiscal Year 2018/19 Appropriating
$1,000,000 from the General Fund (1000) and $760,823 from the Special
Projects Fund (3004). Staff Recommendation: 1) Award bid to Oakridge
Landscape, Inc. for $1,600,748, plus a contingency of $160,075, for a total
contract amount of $1,760,823 and authorize execution of the Agreement
by the City Manager, subject to final language approval by the City
Manager; and 2) Adopt Resolution No. 2018 -____ amending the FY 18/19
budget to fund construction services related to the Tierra Rejada Road
Streetscape Revitalization Final Phase. ROLL CALL VOTE REQUIRED
Item: 10.G.
MOORPARK CITY COUNCIL
AGENDA REPORT
TO: The Honorable City Council
FROM: Jeremy Laurentowski, Parks and Recreation Director
PREPARED BY: Chris Ball, Management Analyst
DATE: 10/17/18 Regular Meeting
SUBJECT: Consider Award of Agreement to Oakridge Landscape, Inc. for
Tierra Rejada Streetscape Revitalization Final Phase (Project
No. M0031); and Resolution Amending the Budget for Fiscal
Year 2018/19 Appropriating $1,000,000 from the General Fund
(1000) and $760,823 from the Special Projects Fund (3004)
BACKGROUND
On February 4, 2015, in recognition of the need to implement significant changes to the
overall streetscape design along portions of Tierra Rejada Road the City Council
approved funding to hire a landscape architect to prepare a landscape master plan for
the complete redesign of the Tierra Rejada Road corridor. Staff solicited the services of
Architerra Inc., dba Architerra Design Group (Architerra) for the project, based on their
extensive experience with streetscape design and use of California native plants in
landscape restoration projects.
The conceptual plans developed by Architerra incorporated a combination of California
native and drought tolerant plant species specifically chosen to complement the original
design intent of the Mountain Meadows Planned Community, as well as increase overall
plant diversity and reduce water consumption. The plans also included water saving
irrigation techniques such as point irrigation and drip irrigation systems. As detailed in
prior staff reports, staff estimates a reduction in overall water use of approximately 40%
to 50% based on the type of plant material, overall landscape design and changes to
the irrigation system, resulting in direct savings to the general fund of approximately
$45,000 annually (at current water rates) when fully implemented.
On March 16, 2016 three variations on Architera’s design concept were presented to
the City Council. A modified version of Option “B” was approved by the Council that
balanced design features with costs, and focused renovation activity on the median
islands, the north side of Tierra Rejada Road, and highly visible areas such as street
Item: 10.G.
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intersections and monument locations. On March 16, 2016 the City Council also
approved Amendment No. 2 to the Agreement with Architerra for the preparation of
construction drawings and specifications for the approved design concept.
Landscape construction plans were prepared for an initial 700-foot section along Tierra
Rejada Road adjacent to Mountain Meadows School, and on November 2, 2016 the
City Council awarded the contract for construction of this initial project section, titled
Tierra Rejada Streetscape Revitalization – Phase 1 (Phase 1), to Oakridge Landscape,
Inc. At the same time, to support ongoing efforts to maintain the health of the Coast
Redwoods along Tierra Rejada Road, the City Council authorized Architerra to prepare
a separate plan set for a supplemental irrigation system for the Redwoods along the
south side of the road.
Phase 1 was completed in March 2017. The Phase 1 renovation allowed City Council
and the community to view and evaluate the streetscape design elements prior to full
implementation of the Tierra Rejada Road corridor redesign. The community reaction to
the Phase 1 project was largely positive, and on October 4, 2017 the City Council
authorized completion of construction documents consistent with the approved design
concept for the remaining area of Tierra Rejada Road between Spring Road and
Courtney Lane.
In July of 2017 the City Council authorized staff to prepare bid documents and solicit
bids for the construction of the supplemental irrigation system for the Redwoods as well
as renovation work in the center median islands along Tierra Rejada Road. This center
median renovation work included the removal of the existing groundcover, capping
irrigation spray heads no longer in use and replacing spray heads around trees with
high efficiency spray nozzles.
Construction of the supplemental tree irrigation system and renovation of the center
median islands was performed in the spring of 2018. Initially this work included the
installation of bark mulch in the median islands following removal of the plant material.
However, while this work was being completed, Architerra completed the construction
documents for the final phase of the Tierra Rejada Streetscape Revitalization project
(Final Phase). As a result, staff elected not to have the bark mulch installed, leaving the
median islands ready for the Final Phase plant installation and irrigation improvements.
This also has the benefit of lowering costs for the Final Phase, as the median islands
will not be covered with mulch that would have to be removed prior to commencement
of the planting and irrigation. The mulch will be installed during the Final Phase of this
work.
In the summer of 2018 staff conducted an annual pre-qualification of landscape
contractors for projects over $1 million in value, as required by City Council Policy
Resolution No. 2017-3610, Policy 3.4. The pre-qualification identified five contractors
who were eligible to bid on the Final Phase.
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DISCUSSION
On August 1, 2018 City Council authorized staff to bid the Final Phase and the notice
inviting bids from pre-qualified contractors was published on September 5 and 10, 2018.
A mandatory pre-bid site meeting was held on September 12, 2018 and was attended
by three contractors. Two bids were received by the due date of September 28, 2018.
The results are:
Oakridge Landscape, Inc. .......................... $1,600,748
Stay Green, Inc. ......................................... $1,853,591
The bids were evaluated on their completeness and cost. The apparent low bidder is
Oakridge Landscape, Inc. (Oakridge). Oakridge possesses the necessary
qualifications, resources and experience to perform the work.
The bid documents required separate quotes for each component of the work to be
performed. The cost breakdown of Oakridge’s bid is as follows:
Mobilization..................................................... $34,711
Traffic Control ................................................. $62,613
Stormwater Pollution Control .......................... $22,362
Demolition..................................................... $142,420
Construction ................................................. $125,768
Irrigation ....................................................... $560,886
Tree Planting .................................................. $99,780
Shrub Planting .............................................. $501,120
In addition to landscaping and irrigation renovations, the Final Phase includes the
installation of four median island driveways spanning the Tierra Rejada Road center
median islands. These driveways are being added at the request of the Moorpark
Police Department, and are designed specifically to allow police motorcycles to safely
cross the median islands. The crossings will be placed at strategic locations in the
project area and are intended to improve emergency response and traffic enforcement
along the Tierra Rejada Road corridor. The total bid price for the four median island
crossings is as follows:
Median Island Driveway Installations .............. $24,816
Additionally, a bid item for concrete removal and replacement was included to provide a
unit cost for the replacement of sidewalk sections in the project area. Public Works staff
has identified approximately 410 square feet of sidewalk that is currently in need of
replacement on Tierra Rejada Road. Staff anticipates replacing these, and any other
sections that may need replacement during the course of the project. For bidding
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purposes, a bid quantity of 1,200 square feet was used. The total bid price for concrete
removal and replacement is as follows:
Concrete Removal and Replacement ............. $26,272
It should be noted that the contractor’s calculation methodology for this line item used a
unit price of $21.8933 per square foot, which is rounded to $21.89 on the bid form. This
results in a line item total ($26,272) that is $4 higher than would have been calculated if
the rounded value had been used ($26,268). Staff feels that since the services will be
paid on a per-unit basis according to the actual square footage of concrete replaced, the
rounding discrepancy for this bid item is non-material.
The bid documents also included a separate schedule of values for the per-unit cost of
a variety of trees and shrubs that were recommended by the project landscape
architect. Although not a bid item, this schedule does establish the price for any
additional plant material that may be needed along the Tierra Rejada Road corridor. As
discussed in the March 16, 2016 staff report, the red fescue on the south side of Tierra
Rejada Road was able to sustain fairly well during the recent drought and only exhibited
partial die back. At that time, staff discussed the fact that the City was able to achieve
substantial water savings without excessive water use reductions along the south side
of Tierra Rejada Road. Staff’s recommendation was to maintain the south side of Tierra
Rejada Road ‘as is’ and would ‘fill in’ the areas with additional plant material
recommended by the project landscape architect as needed at a future date. Currently
there are several areas along the upper slopes on the south side of the road that are in
need of replanting, but were not included in the redesign plans. The areas are
scattered intermittently throughout the project area and would be difficult to identify on a
plan set without a field survey or other means. Rather than delay the project to
incorporate these areas into the construction documents, staff recommends working
with the project landscape architect to identify these areas in the field and install
additional plant material identified in the bid schedule. Staff recommends utilizing a
portion of the project contingency to fund this work. A contingency in the amount of
$160,075 (approximately 10%) is being requested for this project. Staff estimates
approximately $60,000 will be utilized to fund the supplemental planting. Staff will
coordinate these efforts with the project landscape architect so that there is design
consistency along the entire Tierra Rejada Road corridor.
With contingency, the total contract price is $1,760,823, which is over 16% below the
engineer’s estimate of $2,111,000. The project schedule allows sixty working days for
project completion. This gives an expected completion date in early February of 2019.
FISCAL IMPACT
The total cost of the Final Phase is $1,600,748, plus a contingency of $160,075, for a
total contract amount of $1,760,823. While the work spans the Tierra Rejada Road
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streetscape, which lies within LMD Zone 2 (Steeple Hill Area Tract 2865), LMD Zone 5
(Pheasant Run Tracts 3019 and 3525), and LMD Zone 10 (Mountain Meadows Planned
Community), these zones do not have available fund balance surplus. As a result, the
General Fund (1000) and Special Projects Fund (3004) would need to cover costs for
the Final Phase. Staff is requesting a budget amendment allocating $1,000,000 from
the General Fund (1000) and $760,823 from the Special Projects Fund (3004) to fund
the Final Phase work.
To date, the costs for the landscape and irrigation improvements along Tierra Rejada
Road have included $106,767 for architectural design, and $580,086 for construction of
the initial test area and the recent Redwood irrigation and center median island work.
As detailed above, the total cost for the Final Phase is $1,760,823, which will bring the
total cost for the landscape and irrigation improvements on Tierra Rejada Road to
approximately $2,447,676 (including contingency).
STAFF RECOMMENDATION (ROLL CALL VOTE)
1) Award bid to Oakridge Landscape, Inc. for $1,600,748, plus a contingency of
$160,075, for a total contract amount of $1,760,823 and authorize execution of
the Agreement by the City Manager, subject to final language approval by the
City Manager
2) Adopt Resolution No. 2018-____ amending the FY 18/19 budget to fund
construction services related to the Tierra Rejada Road Streetscape
Revitalization Final Phase.
Attachments:
1. Agreement with Oakridge Landscape, Inc.
2. Resolution No. 2018-____
156
AGREEMENT BETWEEN THE CITY OF MOORPARK AND
OAKRIDGE LANDSCAPE, INC., FOR TIERRA REJADA STREETSCAPE
REVITALIZATION FINAL PHASE
THIS AGREEMENT, executed as of this ____ day of _____________________,
2018, between the City of Moorpark, a municipal corporation (“City”) and Oakridge
Landscape, Inc., a corporation (“Contractor”). In consideration of the mutual covenants
and conditions set forth herein, the parties agree as follows:
WHEREAS, City has the need for construction services related to the final phase
of the Tierra Rejada Road streetscape revitalization project; and
WHEREAS, Contractor specializes in providing such services and has the proper
work experience, certifications, and background to carry out the duties involved; and
WHEREAS, on October 17, 2018, the City Council of the City of Moorpark
authorized the City Manager to enter into this Agreement after public bidding in
accordance with California Public Contract Code Section 20160, et seq.
NOW, THEREFORE, in consideration of the mutual covenants, benefits, and
premises herein stated, the parties hereto agree as follows:
1. TERM
The term of the Agreement shall be from the date of City Council approval on
October 17, 2018 until completion of the work identified in Exhibit D: Contract
Documents, and in conformance with Exhibit C: Contractor’s Bid Proposal, unless this
Agreement is terminated or suspended consistent with Section 6 of this Agreement.
2. SCOPE OF SERVICES
City does hereby retain Contractor in a contractual capacity to provide
construction services related to the final phase of the Tierra Rejada Road streetscape
revitalization project, as set forth in Exhibit C: Contractor’s Bid Proposal, dated
September 20, 2018, which exhibit is attached hereto and incorporated herein by this
reference as though set forth in full and hereinafter referred to as the “Proposal” and as
set forth in Exhibit D: Contract Documents, attached hereto and incorporated herein by
this reference as though set forth in full and hereinafter referred to as “Bid Documents”.
Where said services, as set forth in Exhibit C and Exhibit D, are modified by this
Agreement, or in the event there is a conflict between the provisions of Exhibit C,
Exhibit D, and this Agreement, the language contained in this Agreement shall take
precedence.
Contractor shall perform the tasks described and set forth in Exhibit C and
Exhibit D. Contractor shall complete the tasks according to the schedule of performance
which is also set forth in Exhibit D.
Attachment 1
157
Compensation for the services to be performed by Contractor shall be in
accordance with Exhibit C. Compensation shall not exceed the rates or total value of
one million six hundred thousand seven hundred forty-eight dollars ($1,600,748) as
stated in Exhibit C, plus a contingency in the amount of one hundred sixty thousand
seventy-five dollars ($160,075), for a total contract value of one million seven hundred
sixty thousand eight hundred twenty-three dollars ($1,760,823), without a written
amendment to the agreement executed by both parties. Payment by City to Contractor
shall be as referred to in this Agreement.
City and Contractor acknowledge that this project is a public work to which
prevailing wages apply, and that a public work project is subject to compliance
monitoring and enforcement by the California Department of Industrial Relations (DIR).
Contractor agrees to comply with and be bound by all the terms, rules and regulations
described in (a) Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the
California Labor Code, including without limitation Labor Code Section 1771 and (b) the
rules and regulations established by the DIR implementing such statutes, as though set
forth in full herein, including any applicable amendments made thereto during the term
of this Agreement. For every subcontractor who will perform work on this project,
Contractor shall be responsible for subcontractor’s compliance with (a) and (b) and
Contractor shall take all necessary actions to ensure subcontractor’s compliance. Labor
Code Section 1725.5 requires all contractors and subcontractors to annually register
with the DIR before bidding or performing on any public work contract.
3. PERFORMANCE
Contractor shall at all times faithfully, competently, and to the best of Contractor’s
ability, experience, and talent, perform all tasks described herein. Contractor shall
employ, at a minimum, generally accepted standards and practices utilized by persons
engaged in providing similar services as are required of Contractor hereunder in
meeting its obligations under this Agreement.
4. MANAGEMENT
The individual directly responsible for Contractor’s overall performance of the
Agreement provisions herein above set forth and to serve as principal liaison between
City and Contractor shall be Ken Aldrich, and no other individual may be substituted
without the prior written approval of the City Manager.
The City’s contact person in charge of administration of this Agreement, and to
serve as principal liaison between Contractor and City, shall be the City Manager or the
City Manager’s designee.
5. PAYMENT
The City agrees to pay Contractor monthly, in accordance with the terms and the
schedule of payment as set forth in Exhibit C and Exhibit D, attached hereto and
incorporated herein by this reference as though set forth in full, based upon actual time
spent on the above tasks. This amount shall not exceed one million six hundred
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thousand seven hundred forty-eight dollars ($1,600,748) as stated in Exhibit C, plus a
contingency in the amount of one hundred sixty thousand seventy-five dollars
($160,075), for a total contract value of one million seven hundred sixty thousand eight
hundred twenty-three dollars ($1,760,823) for the total term of the Agreement unless
additional payment is approved as provided in this Agreement.
Contractor shall not be compensated for any additional services rendered in
connection with its performance of this Agreement, unless such additional services and
compensation are authorized, in advance, in a written amendment to this Agreement
executed by both parties.
Contractor shall submit invoices monthly for actual services performed. Invoices
shall be submitted on or about the first business day of each month, or as soon
thereafter as practical, for services provided in the previous month. Payment shall be
made within thirty (30) days of receipt of each invoice as to all non-disputed fees. If the
City disputes any of Contractor’s fees it shall give written notice to Contractor within
thirty (30) days of receipt of any disputed fees set forth on the invoice. Contractor shall
provide appropriate documentation, as determined by the City, for all reimbursable
expenses.
6. TERMINATION OR SUSPENSION WITHOUT CAUSE
The City may at any time, for any reason, with or without cause, suspend, or
terminate this Agreement, or any portion hereof, by serving upon the Contractor at least
ten (10) days prior written notice. Upon receipt of said notice, the Contractor shall
immediately cease all work under this Agreement, unless the notice provides otherwise.
If the City suspends or terminates a portion of this Agreement such suspension or
termination shall not make void or invalidate the remainder of this Agreement.
The Contractor may terminate this Agreement only by providing City with written
notice no less than thirty (30) days in advance of such termination. In the event of such
termination, Contractor shall be compensated for such services up to the date of
termination. Such compensation for work in progress shall be prorated as to the
percentage of progress completed at the date of termination.
If the City Manager or the City Manager’s designee determines that the
Contractor is in default in the performance of any of the terms or conditions of this
Agreement, the City may proceed in the manner set forth in Section 6-4 of the
Greenbook.
7. DEFAULT OF CONTRACTOR
The Contractor’s failure to comply with the provisions of this Agreement shall
constitute a default. In the event that Contractor is in default for cause under the terms
of this Agreement, City shall have no obligation or duty to continue compensating
Contractor for any work performed after the date of default and can terminate this
Agreement immediately by written notice to the Contractor. If such failure by the
Contractor to make progress in the performance of work hereunder arises out of causes
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beyond the Contractor’s control, and without fault or negligence of the Contractor, it
shall not be considered a default.
If the City Manager or the City Manager’s designee determines that the
Contractor is in default in the performance of any of the terms or conditions of this
Agreement, he/she shall cause to be served upon the Contractor a written notice of the
default. The Contractor shall have five (5) working days after service upon it of said
notice in which to cure the default by rendering a satisfactory performance. In the event
that the Contractor fails to cure its default within such period of time, the City shall have
the right, notwithstanding any other provision of this Agreement, to terminate this
Agreement without further notice and without prejudice to any other remedy to which it
may be entitled at law, in equity or under this Agreement.
8. LIQUIDATED DAMAGES
If the Contractor fails to complete the work, or any portion thereof, within the time
period required by this Agreement or as duly extended in writing by the City Manager,
Contractor shall forfeit and pay to the City, as liquidated damages, the sum of two
hundred fifty dollars ($250) per day for each calendar day the work, or portion thereof,
remains uncompleted after the above specified completion date. Liquidated damages
shall be deducted from any payments due or to become due to the Contractor under the
terms of this Agreement [Government Code Sec. 53069.85]. Progress payments made
by the City after the above specified completion date shall not constitute a waiver of
liquidated damages by the City.
9. OWNERSHIP OF DOCUMENTS
Contractor shall maintain complete and accurate records with respect to sales,
costs, expenses, receipts, and other such information required by City that relate to the
performance of services under this Agreement. Contractor shall maintain adequate
records of services provided in sufficient detail to permit an evaluation of services. All
such records shall be maintained in accordance with generally accepted accounting
principles and shall be clearly identified and readily accessible. Contractor shall provide
free access to the representatives of City or its designees at reasonable times to such
books and records; shall give the City the right to examine and audit said books and
records; shall permit City to make transcripts therefrom as necessary; and shall allow
inspection of all work, data, documents, proceedings, and activities related to this
Agreement. Notification of audit shall be provided at least thirty (30) days before any
such audit is conducted. Such records, together with supporting documents, shall be
maintained for a period of ten (10) years after receipt of final payment.
Upon completion of, or in the event of termination or suspension of this
Agreement, all original documents, designs, drawings, maps, models, computer files,
surveys, notes, and other documents prepared in the course of providing the services to
be performed pursuant to this Agreement shall become the sole property of the City and
may be used, reused, or otherwise disposed of by the City without the permission of the
Contractor. With respect to computer files, Contractor shall make available to the City,
at the Contractor’s office and upon reasonable written request by the City, the
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necessary computer software and hardware for purposes of accessing, compiling,
transferring, and printing computer files.
10. INDEMNIFICATION AND HOLD HARMLESS
Contractor shall indemnify, defend with legal counsel approved by City, and hold
harmless City, its officers, officials, employees and volunteers from and against all
liability, loss, damage, expense, cost (including without limitation reasonable legal
counsels’ fees, expert fees and all other costs and fees of litigation) of every nature
arising out of or in connection with Contractor's negligence, recklessness or willful
misconduct in the performance of work hereunder or its failure to comply with any of its
obligations contained in this Agreement, except such loss or damage which is caused by
the sole or active negligence or willful misconduct of the City. Should conflict of interest
principles preclude a single legal counsel from representing both City and Contractor, or
should City otherwise find Contractor’s legal counsel unacceptable, then Contractor shall
reimburse the City its costs of defense, including without limitation reasonable legal
counsels fees, expert fees and all other costs and fees of litigation. The Contractor shall
promptly pay any final judgment rendered against the City (and its officers, officials,
employees and volunteers) with respect to claims determined by a trier of fact to have
been the result of the Contractor’s negligent, reckless or wrongful performance. It is
expressly understood and agreed that the foregoing provisions are intended to be as
broad and inclusive as is permitted by the law of the state of California and will survive
termination of this Agreement.
Contractor obligations under this section apply regardless of whether or not such
claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense,
judgment, civil fine or penalty, or liability was caused in part or contributed to by an
Indemnitee. However, without affecting the rights of City under any provision of this
agreement, Contractor shall not be required to indemnify and hold harmless City for
liability attributable to the active negligence of City, provided such active negligence is
determined by agreement between the parties or by the findings of a court of competent
jurisdiction. In instances where City is shown to have been actively negligent and where
City active negligence accounts for only a percentage of the liability involved, the
obligation of Contractor will be for that entire portion or percentage of liability not
attributable to the active negligence of City.
Contractor agrees to obtain executed indemnity agreements with provisions
identical to those set forth here 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. In the event Contractor fails to obtain such indemnity
obligations from others as required here, 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.
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This obligation to indemnify and defend City as set forth here is binding on the
successors, assigns, or heirs of Contractor and shall survive the termination of this
Agreement or Section.
This Indemnity shall survive termination of the Agreement or Final Payment
hereunder. This Indemnity is in addition to any other rights or remedies that the
Indemnitees may have under the law or under any other Contract Documents or
Agreements. In the event of any claim or demand made against any party which is
entitled to be indemnified hereunder, City may, in its sole discretion, reserve, retain, or
apply any monies to the Contractor under this Agreement for the purpose of resolving
such claims; provided, however, City may release such funds if the Contractor provides
City with reasonable assurance of protection of the Indemnitees’ interests. City shall, in
its sole discretion, determine whether such assurances are reasonable.
11. INSURANCE
Contractor shall maintain prior to the beginning of and for the duration of this
Agreement insurance coverage as specified in Exhibit A attached hereto and
incorporated herein by this reference as though set forth in full.
12. INDEPENDENT CONTRACTOR
Contractor is and shall at all times remain as to the City a wholly independent
Contractor. 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 of its officers, employees, or agents 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 it or any of its officers, employees, or agents are in any manner officers,
employees, or agents of the City. Contractor shall not incur or have the power to incur
any debt, obligation, or liability against City, or bind City in any manner.
No employee benefits shall be available to Contractor in connection with the
performance of this Agreement. Except for the fees paid to Contractor as provided in
the Agreement, City shall not pay salaries, wages, or other compensation to Contractor
for performing services hereunder for City. City shall not be liable for compensation or
indemnification to Contractor for injury or sickness arising out of performing services
hereunder.
13. LEGAL RESPONSIBILITIES
The Contractor shall keep itself informed of local, state, and federal laws and
regulations which in any manner affect those employed by it or in any way affect the
performance of its service pursuant to this Agreement. The Contractor shall at all times
observe and comply with all such laws and regulations, including but not limited to the
Americans with Disabilities Act and Occupational Safety and Health Administration laws
and regulations. The City and Contractor shall comply with Exhibit B, California Public
Contract Code Section 9204, when applicable. The City, and its officers and
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employees, shall not be liable at law or in equity occasioned by failure of the Contractor
to comply with this Section.
14. ANTI DISCRIMINATION
Neither the Contractor, nor any subcontractor under the Contractor, shall
discriminate in employment of persons upon the work because of race, religious creed,
color, national origin, ancestry, physical disability, mental disability, medical condition,
genetic information, marital status, sex, gender, gender identity, gender expression,
age, sexual orientation, or military and veteran status of such person; or any other basis
protected by applicable federal, state, or local law, except as provided in Section 12940
of the Government Code. The Contractor shall have responsibility for compliance with
this Section, if applicable [Labor Code Section 1735].
15. UNDUE INFLUENCE
Contractor declares and warrants that no undue influence or pressure is used
against or in concert with any officer or employee of the City in connection with the
award, terms, or implementation of this Agreement, including any method of coercion,
confidential financial arrangement, or financial inducement. No officer or employee of
the City will receive compensation, directly or indirectly from Contractor, or any officer,
employee, or agent of Contractor, in connection with the award of this Agreement or any
work to be conducted as a result of this Agreement. Violation of this Section shall be a
material breach of this Agreement entitling the City to any and all remedies at law or in
equity.
16. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES
No member, officer, or employee of the City, or their designees or agents, and no
public official who exercises authority over or responsibilities with respect to the Project
during his/her tenure or for one (1) year thereafter, shall have any interest, direct or
indirect, in any agreement or sub-agreement, or the proceeds thereof, for work to be
performed in connection with the Project performed under this Agreement.
17. CONFLICT OF INTEREST
Contractor covenants that neither they nor any officer or principal of their firm
have any interests, nor shall they acquire any interest, directly or indirectly, which will
conflict in any manner or degree with the performance of their services hereunder.
Contractor further covenants that in the performance of this Agreement, they shall
employ no person having such interest as an officer, employee, agent, or subcontractor.
Contractor further covenants that Contractor has not contracted with nor is performing
any services directly or indirectly, with the developer(s) and/or property owner(s) and/or
firm(s) and/or partnership(s) and/or public agency(ies) owning property and/or
processing an entitlement application for property in the City or its Area of Interest, now
or within the past one (1) year, and further covenants and agrees that Contractor and/or
its subcontractors shall provide no service or enter into any contract with any
developer(s) and/or property owner(s) and/or firm(s) and/or partnership(s) and/or public
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agency(ies) owning property and/or processing an entitlement application for property in
the City or its Area of Interest, while under contract with the City and for a one (1) year
time period following termination of this Agreement.
18. NOTICE
Any notice to be given pursuant to this Agreement shall be in writing, and all such
notices and any other document to be delivered shall be delivered by personal service
or by deposit in the United States mail, certified or registered, return receipt requested,
with postage prepaid, and addressed to the party for whom intended as follows:
To: City Manager
City of Moorpark
799 Moorpark Ave.
Moorpark, CA 93021
To: Jeff Myers
Oakride Landscape, Inc.
28064 Avenue Stanford, #K
Valencia, CA 91355
Either party may, from time to time, by written notice to the other, designate a
different address or contact person, which shall be substituted for the one above
specified. Notices, payments and other documents shall be deemed delivered upon
receipt by personal service or as of the third (3rd) day after deposit in the United States
mail.
19. CHANGE IN NAME
Should a change be contemplated in the name or nature of the Contractor’s legal
entity, the Contractor shall first notify the City in order that proper steps may be taken to
have the change reflected in the Agreement documents.
20. ASSIGNMENT
Contractor shall not assign this Agreement or any of the rights, duties, or
obligations hereunder. It is understood and acknowledged by the parties that Contractor
is uniquely qualified to perform the services provided for in this Agreement.
21. LICENSES
At all times during the term of this Agreement, Contractor shall have in full force
and effect, all licenses required of it by law for the performance of the services in this
Agreement.
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22. VENUE AND GOVERNING LAW
This Agreement is made, entered into, and executed in Ventura County,
California, and any action filed in any court or for arbitration for the interpretation,
enforcement or other action of the terms, conditions, or covenants referred to herein
shall be filed in the applicable court in Ventura County, California. The City and
Contractor understand and agree that the laws of the state of California shall govern the
rights, obligations, duties, and liabilities of the parties to this Agreement and also govern
the interpretation of this Agreement.
23. ENTIRE AGREEMENT
This Agreement contains the entire understanding between the parties relating to
the obligations of the parties described in this Agreement. All prior or contemporaneous
agreements, understandings, representations, and statements, oral or written, are
merged into this Agreement and shall be of no further force or effect. Each party is
entering into this Agreement based solely upon the representations set forth herein and
upon each party’s own independent investigation of any and all facts such party deems
material.
24. CAPTIONS OR HEADINGS
The captions and headings of the various Articles, Paragraphs, Sections, and
Exhibits of this Agreement are for convenience and identification only and shall not be
deemed to limit or define the content of the respective Articles, Paragraphs, Sections,
and Exhibits hereof.
25. AMENDMENTS
Any amendment, modification, or variation from the terms of this Agreement shall
be in writing and shall be effective only upon approval by both parties to this Agreement.
26. TIME OF COMPLETION
City and Contractor agree that time is of the essence in this Agreement. City and
Contractor further agree that Contractor’s failure to perform on or at the times set forth
in this Agreement will damage and injure City, but the extent of such damage and injury
is difficult or speculative to ascertain. Consequently, City and Contractor agree that any
failure to perform by Contractor at or within the times set forth herein shall result in
liquidated damages as defined in this Agreement for each and every day such
performance is late. City and Contractor agree that such sum is reasonable and fair.
Furthermore, City and Contractor agree that this Agreement is subject to Government
Code Section 53069.85 and that each party hereto is familiar with and understands the
obligations of said Section of the Government Code.
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27. PRECEDENCE
Contractor is bound by the contents of City’s Bid Package and Proposal, Exhibits
C and D attached hereto and incorporated herein by this reference as though set forth
in full. In the event of conflict, the requirements of the City’s Bid Package and this
Agreement shall take precedence over those contained in the Proposal.
28. INTERPRETATION OF AGREEMENT
Should interpretation of this Agreement, or any portion thereof, be necessary, it is
deemed that this Agreement was prepared by the parties jointly and equally, and shall
not be interpreted against either party on the ground that the party prepared the
Agreement or caused it to be prepared.
29. WAIVER
No waiver of any provision of this Agreement shall be deemed, or shall
constitute, a waiver of any other provision, whether or not similar, nor shall any such
waiver constitute a continuing or subsequent waiver of the same provision. No waiver
shall be binding unless executed in writing by the party making the waiver.
30. AUTHORITY TO EXECUTE
The person or persons executing this Agreement on behalf of the Contractor
warrants and represents that he/she has the authority to execute this Agreement on
behalf of the Contractor and has the authority to bind Contractor to the performance of
obligations hereunder.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed the day and year first above written.
CITY OF MOORPARK OAKRIDGE LANDSCAPE, INC.
_____________________________ _____________________________
Troy Brown, City Manager Jeff Myers, President
Attest:
_____________________________
Maureen Benson, City Clerk
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EXHIBIT A
INSURANCE REQUIREMENTS
Prior to the beginning of and throughout the duration of the Work, Contractor will
maintain insurance in conformance with the requirements set forth below. Contractor
will use existing coverage to comply with these requirements. If that existing coverage
does not meet the requirements set forth here, it will be amended to do so. Contractor
acknowledges that the insurance coverage and policy limits set forth in this section
constitute the minimum amount of coverage required. Any insurance proceeds available
to City in excess of the limits and coverage required in this Agreement and which is
applicable to a given loss, will be available to the City.
Contractor shall provide the following types and amounts of insurance:
Commercial General Liability
Commercial General Liability Insurance shall be provided by an Insurance
Services Office “Commercial General Liability” policy form CG 00 01 or the exact
equivalent. Defense costs must be paid in addition to limits. There shall be no cross
liability exclusion for claims or suits by one insured against another. Limits shall be no
less than $1,000,000 per occurrence for all covered losses and no less than $2,000,000
general aggregate.
Contractor’s policy shall contain no endorsements limiting coverage beyond the
basic policy coverage grant for any of the following:
a. Explosion, collapse or underground hazard (XCU)
b. Products and completed operations
c. Pollution liability
d. Contractual liability
Coverage shall be applicable to City for injury to employees of contractors,
subcontractors, or others involved in the project. Policy shall be endorsed to provide a
separate limit applicable to this project.
Workers’ Compensation
Workers’ Compensation insurance shall be provided on a state-approved policy
form providing statutory benefits as required by law with employers’ liability limits no
less than $1,000,000 per accident for all covered losses.
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Business Auto Coverage
Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 06 92
including symbol 1 (Any Auto) or the exact equivalent shall be provided. Limits shall be
no less than $1,000,000 per accident, combined single limit. If Contractor owns no
vehicles, this requirement may be satisfied by a non-owned auto endorsement to the
general liability policy described above. If Contractor or Contractor’s employees will use
personal autos in any way on this project, Contractor shall provide evidence of personal
auto liability coverage for each such person.
Excess or Umbrella Liability
Excess or Umbrella Liability insurance (Over Primary) if used to meet limit
requirements, shall provide coverage at least as broad as specified for the underlying
coverages. Coverage shall be provided on a “pay on behalf” basis, with defense costs
payable in addition to policy limits. There shall be no cross liability exclusion precluding
coverage for claims or suits by one insured against another. Coverage shall be
applicable to City for injury to employees of contractor, subcontractors, or others
involved in the Work. The scope of coverage provided is subject to the approval of city
following receipt of proof of insurance as required herein. Limits are subject to review.
Insurance procured pursuant to these requirements shall be written by insurers
that are admitted carriers in the state of California and with A.M. Best rating of A- or
better and a minimum financial size of VII.
Contractor and City agrees as follows:
1. Contractor agrees to endorse the third party general liability coverage required
herein to include as additional insureds City, its officials, employees, agents,
using standard ISO endorsement No. CG 2010 with an edition date prior to 1992.
Contractor also agrees to require all contractors, subcontractors, and any one
else involved in any way with the project contemplated by this Agreement to do
likewise.
2. Any waiver of subrogation express or implied on the part of the City to any party
involved in this Agreement or related documents applies only to the extent of
insurance proceeds actually paid. City, having required that it be named as an
additional insured to all insurance coverage required herein, expressly retains the
right to subrogate against any party for sums not paid by insurance. For its part,
Contractor agrees to waive subrogation rights against City regardless of the
applicability of any insurance proceeds, and to require all contractors,
subcontractors, or others involved in any way with the project contemplated by
this Agreement to do likewise.
3. All insurance coverage maintained or procured by Contractor or required of
others by Contractor pursuant to this Agreement shall be endorsed to delete the
subrogation condition as to the city, or to specifically allow Contractor or others
providing insurance herein to waive subrogation prior to a loss. This
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endorsement shall be obtained regardless of existing policy wording that may
appear to allow such waivers.
4. It is agreed by Contractor and City that insurance provided pursuant to these
requirements is not intended by any party to be limited to providing coverage for
the vicarious liability of City, or to the supervisory role, if any, of City. All
insurance coverage provided pursuant to this or any other Agreement (express
or implied) in any way relating to City is intended to apply to the full extent of the
policies involved. Nothing referred to here or contained in any agreement
involving City in relation to the project contemplated by this Agreement is
intended to be construed to limit the application of insurance coverage in any
way.
5. None of the coverages required herein will be in compliance with these
requirements if they include any limiting endorsement of any kind that has not
been first submitted to City and approved of in writing.
6. All coverage types and limits required are subject to approval, modification, and
additional requirements by the City, as the need arises. Contractor shall not
make any reductions in scope of coverage (e.g. elimination of contractual liability
or reduction of discover period) that may affect City’s protection without City’s
prior written consent.
7. Proof of compliance with these insurance requirements, consisting of binders of
coverage, or endorsements, or certificates of insurance, shall be delivered to City
at or prior to the execution of this Agreement. In the event such proof of
insurance is not delivered as required, or in the event such insurance is canceled
or reduced at any time and no replacement coverage is provided, City has the
right, but not the duty, to obtain any insurance it deems necessary to protect its
interests under this or any other Agreement and to pay the premium. Any
premium so paid by City shall be charged to and promptly paid by Contractor or
deducted from sums due Contractor, at City option.
8. Contractor agrees to endorse, and to required others to endorse, the insurance
provided pursuant to these requirements, to require 30 days notice to City and
the appropriate tender prior to cancellation or reduction of such liability coverage
and notice of any material alteration or non-renewal of any such coverage, and to
require contractors, subcontractors, and any other party in any way involved with
the project contemplated by this Agreement to do likewise.
9. It is acknowledged by the parties of this Agreement that all insurance coverage
required to be provided by Contractor or any subcontractor, and any other party
involved with the project who is brought onto or involved in the project by
Contractor, is intended to apply first and on a primary non-contributing basis in
relation to any other insurance or self insurance available to the City.
10. Contractor agrees to ensure that subcontractors, and any other party involved
with the project who is brought onto or involved in the project by Contractor,
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provide the same minimum insurance coverage required of Contractor.
Contractor agrees to monitor and review all such coverage and assumes all
responsibility for ensuring that such coverage is provided in conformity with the
requirements of this Agreement. Contractor agrees that upon request, all
agreements with subcontractors and others engaged in this project will be
submitted to City for review.
11. Contractor agrees not to self-insure or to use any self-insured retentions or
deductibles on any portion of the insurance required herein and further agrees
that it will not allow any contractor, subcontractor, architect, engineer, or other
entity or person in any way involved in the performance of Work on the project
contemplated by this Agreement to self-insure its obligations to City. If
Contractor’s existing coverage includes a deductible or self-insured retention, the
deductible or self-insured retention must be declared to the City. At that time the
City shall review options with the Contractor, which may include reduction or
elimination of the deductible or self-insured retention, substitution of other
coverage, or other solutions.
12. The City reserves the right at any time during the term of this Agreement to
change the amounts and types of insurance required by giving the Contractor 90
days advance written notice of such change. If such change results in substantial
additional cost to the Contractor, the City will negotiate additional compensation
proportional to the increased benefit to City.
13. For purposes of applying insurance coverage only, all contracts pertaining to the
project will be deemed to be executed when finalized and any activity
commences in furtherance of performance under this Agreement.
14. Contractor acknowledges and agrees that any actual or alleged failure on the
part of City to inform Contractor of non-compliance with any insurance
requirement in no way imposes any additional obligations on City nor does it
waive any rights hereunder in this or any other regard.
15. Contractor will renew the required coverage annually as long as City, or its
employees or agents face an exposure from operations of any type pursuance to
this Agreement. This obligation applies whether or not the Agreement is canceled
or terminated for any reason. The insurance shall include but not be limited to
products and completed operations and discontinued operations, where
applicable. Termination of this obligation is not effective until City executes a
written statement to that effect.
16. Contractor agrees to waive its statutory immunity under any workers’
compensation statute or similar statute, in relation to the City, and to require all
subcontractors and any other person or entity involved in the project
contemplated by this Agreement to do likewise.
17. Requirements of specific coverage features are not intended as limitations on
other requirements or as a waiver of any coverage normally provided by any
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given policy. Specific reference to a given coverage feature is for purposes of
clarification only as it pertains to a given issue, and is not intended by any party
or insured to be all-inclusive.
18. Any provision in any of the construction documents dealing with the insurance
coverage provided pursuant to these requirements, is subordinate to and
superseded by the requirements contained herein. These insurance
requirements are intended to be separate and distinct from any other provision in
this Agreement and are intended by the parties to be interpreted as such.
19. All liability coverage provided according to these requirements must be endorsed
to provide a separate aggregate limit for the project that is the subject of this
Agreement and evidencing products and completed operations coverage for not
less than two years after issuance of a final certificate of occupancy by all
appropriate government agencies or acceptance of the completed work by City.
20. Contractor agrees to be responsible for ensuring that no contract used by any
party involved in any way with the project reserves the right to charge City or
Contractor for the cost of additional insurance coverage required by this
Agreement. Any such provisions are to be deleted with reference to City. It is not
the intent of City to reimburse any third party for the cost of complying with these
requirements. There shall be no recourse against City for payment of premiums
or other amounts with respect thereto.
21. Contractor agrees to obtain and provide to City a copy of Professional Liability
coverage for Architects or Engineers on this project, when required by City. City
shall determine the liability limit.
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EXHIBIT B
PUBLIC CONTRACT CODE SECTION 9204
9204. (a) The Legislature finds and declares that it is in the best interests of the state
and its citizens to ensure that all construction business performed on a public works
project in the state that is complete and not in dispute is paid in full and in a timely
manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing
with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section
19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part
3, this section shall apply to any claim by a contractor in connection with a public works
project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or
certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties
for delay assessed by a public entity under a contract for a public works project.
(B) Payment by the public entity of money or damages arising from work done by, or on
behalf of, the contractor pursuant to the contract for a public works project and payment
for which is not otherwise expressly provided or to which the claimant is not otherwise
entitled.
(C) Payment of an amount that is disputed by the public entity.
(2) “Contractor” means any type of contractor within the meaning of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code
who has entered into a direct contract with a public entity for a public works project.
(3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B),
a state agency, department, office, division, bureau, board, or commission, the
California State University, the University of California, a city, including a charter city,
county, including a charter county, city and county, including a charter city and county,
district, special district, public authority, political subdivision, public corporation, or
nonprofit transit corporation wholly owned by a public agency and formed to carry out
the purposes of the public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that
department.
(ii) The Department of Transportation as to any project under the jurisdiction of that
department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of
that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under
its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part
3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department.
(vi) The Department of General Services as to all other projects.
(vii) The High-Speed Rail Authority.
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(4) “Public works project” means the erection, construction, alteration, repair, or
improvement of any public structure, building, road, or other public improvement of any
kind.
(5) “Subcontractor” means any type of contractor within the meaning of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code
who either is in direct contract with a contractor or is a lower tier subcontractor.
(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the
claim applies shall conduct a reasonable review of the claim and, within a period not to
exceed 45 days, shall provide the claimant a written statement identifying what portion
of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public
entity and a contractor may, by mutual agreement, extend the time period provided in
this subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim.
(C) If the public entity needs approval from its governing body to provide the claimant a
written statement identifying the disputed portion and the undisputed portion of the
claim, and the governing body does not meet within the 45 days or within the mutually
agreed to extension of time following receipt of a claim sent by registered mail or
certified mail, return receipt requested, the public entity shall have up to three days
following the next duly publicly noticed meeting of the governing body after the 45-day
period, or extension, expires to provide the claimant a written statement identifying the
disputed portion and the undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and
made within 60 days after the public entity issues its written statement. If the public
entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity
fails to respond to a claim issued pursuant to this section within the time prescribed, the
claimant may demand in writing an informal conference to meet and confer for
settlement of the issues in dispute. Upon receipt of a demand in writing sent by
registered mail or certified mail, return receipt requested, the public entity shall schedule
a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer
conference, if the claim or any portion of the claim remains in dispute, the public entity
shall provide the claimant a written statement identifying the portion of the claim that
remains in dispute and the portion that is undisputed. Any payment due on an
undisputed portion of the claim shall be processed and made within 60 days after the
public entity issues its written statement. Any disputed portion of the claim, as identified
by the contractor in writing, shall be submitted to nonbinding mediation, with the public
entity and the claimant sharing the associated costs equally. The public entity and
claimant shall mutually agree to a mediator within 10 business days after the disputed
portion of the claim has been identified in writing. If the parties cannot agree upon a
mediator, each party shall select a mediator and those mediators shall select a qualified
neutral third party to mediate with regard to the disputed portion of the claim. Each party
shall bear the fees and costs charged by its respective mediator in connection with the
selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim
remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including,
but not limited to, neutral evaluation or a dispute review board, in which an independent
third party or board assists the parties in dispute resolution through negotiation or by
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issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this
section.
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the
mediation conducted pursuant to this section shall excuse any further obligation under
Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes
under private arbitration or the Public Works Contract Arbitration Program, if mediation
under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time
periods described in this subdivision or to otherwise meet the time requirements of this
section shall result in the claim being deemed rejected in its entirety. A claim that is
denied by reason of the public entity’s failure to have responded to a claim, or its failure
to otherwise meet the time requirements of this section, shall not constitute an adverse
finding with regard to the merits of the claim or the responsibility or qualifications of the
claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at
7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim
against a public entity because privity of contract does not exist, the contractor may
present to the public entity a claim on behalf of a subcontractor or lower tier
subcontractor. A subcontractor may request in writing, either on his or her own behalf or
on behalf of a lower tier subcontractor, that the contractor present a claim for work
which was performed by the subcontractor or by a lower tier subcontractor on behalf of
the subcontractor. The subcontractor requesting that the claim be presented to the
public entity shall furnish reasonable documentation to support the claim. Within 45
days of receipt of this written request, the contractor shall notify the subcontractor in
writing as to whether the contractor presented the claim to the public entity and, if the
original contractor did not present the claim, provide the subcontractor with a statement
of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or
specifications for any public works project that may give rise to a claim under this
section.
(f) A waiver of the rights granted by this section is void and contrary to public policy,
provided, however, that (1) upon receipt of a claim, the parties may mutually agree to
waive, in writing, mediation and proceed directly to the commencement of a civil action
or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable
change order, claim, and dispute resolution procedures and requirements in addition to
the provisions of this section, so long as the contractual provisions do not conflict with or
otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017.
(h) Nothing in this section shall impose liability upon a public entity that makes loans or
grants available through a competitive application process, for the failure of an awardee
to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is
repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes
or extends that date.
(Added by Stats. 2016, Ch. 810, Sec. 1. (AB 626) Effective January 1, 2017. Repealed
as of January 1, 2020, by its own provisions.)
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82000-0016\1919347v1.doc Richards, Watson & Gershon - 2016
CITY OF MOORPARK
CONTRACT DOCUMENTS
FOR
TIERRA REJADA STREETSCAPE REVITALIZATION
FINAL PHASE
IDENTIFICATION NO. P&R–2018-3
228
TABLE OF CONTENTS
Page
NC-i
82000-0016\1919347v1.doc Richards, Watson & Gershon - 2016
NOTICE INVITING BIDS .................................................................................................... NC-1
INSTRUCTIONS TO BIDDERS ............................................................................................. I-1
CHECKLIST FOR BIDDERS .................................................................................................. I-5
BID ..................................................................................................................................B-1
SAMPLE CONTRACT ......................................................................................................... B-24
INSURANCE REQUIREMENTS ......................................................................................... B-33
SAMPLE INSURANCE FORMS .......................................................................................... B-41
PAYMENT BOND (LABOR AND MATERIALS) ................................................................... B-47
PERFORMANCE BOND ..................................................................................................... B-49
CHECKLIST FOR EXECUTION OF CONTRACT ............................................................... B-52
GENERAL PROVISIONS ................................................................................................... GP-1
SECTION 0. GENERAL PROVISIONS DEFINED ................................................ GP-1
SECTION 1. TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF
MEASURE, AND SYMBOLS ........................................................... GP-1
SECTION 2. SCOPE AND CONTROL OF THE WORK ....................................... GP-2
SECTION 3. CHANGES IN WORK ...................................................................... GP-5
SECTION 4. CONTROL OF MATERIALS ............................................................ GP-5
SECTION 5 UTILITIES ....................................................................................... GP-6
SECTION 6. PROSECUTION, PROGRESS AND ACCEPTANCE OF
THE WORK ..................................................................................... GP-9
SECTION 7. RESPONSIBILITIES OF THE CONTRACTOR .............................. GP-13
SECTION 8. FACILITIES FOR AGENCY PERSONNEL .................................... GP-21
SECTION 9. MEASUREMENT AND PAYMENT ................................................ GP-21
SECTION 10. ADDITIONAL TERMS ................................................................... GP-25
229
TABLE OF CONTENTS
Page
NC-ii
82000-0016\1919347v1.doc Richards, Watson & Gershon - 2016
APPENDIX I: SCOPE OF WORK.............................................................................................. I
APPENDIX II: LANDSCAPE ARCHITECTURAL CONSTRUCTION
DOCUMENTS FOR TIERRA REJADA STREET PARKWAY AND
MEDIAN IMPROVEMENTS .......................................................................................... II
APPENDIX III: TIERRA REJADA ROAD LANDSCAPE MEDIAN RENOVATION
AREA MAP .................................................................................................................. III
APPENDIX IV: STANDARD ENCROACHMENT PERMIT CONDITIONS ............................... IV
APPENDIX V: STORMWATER POLLUTION CONTROL PLAN .............................................. V
APPENDIX VI: STAGING AREA ............................................................................................. VI
APPENDIX VII: CITY HOLIDAYS........................................................................................... VII
230
NC-1 Richards, Watson & Gershon - 2016
82000-0016\1800815v4.doc
NOTICE INVITING BIDS
FOR
Tierra Rejada Streetscape Revitalization Final Phase [the “Project”]
Identification number: P&R – 2018-3
NOTICE IS HEREBY GIVEN that the City of Moorpark, California (“City”) invites sealed Bids for
the Project and will receive such bids in the office of the City Clerk of the City of Moorpark at
799 Moorpark Avenue, Moorpark, California, 93021 up to the hour of 3:30 p.m. on the 28th day
of September, 2018, at which time they will be publicly opened and read aloud. The official bid
clock, which will establish the official bid time, will be determined by the City Clerk’s Division of
the City of Moorpark.
PREQUALIFICATION. The City will only accept Bids from Bidders who have been prequalified
for the Project. Any Bid received from a Bidder who has not been prequalified for the Project
will be returned unopened.
MANDATORY PRE-BID MEETING. A mandatory pre-bid meeting will be held on Wednesday,
September 12, 2018 at 9:30 a.m. at Tierra Rejada Park (Mountain Meadow Drive parking lot
located at southwest corner of Mountain Meadow Drive and Tierra Rejada Road). Every Bidder
is required to attend the pre-bid meeting. Failure of a Bidder to attend will render that Bidder’s
Bid non-responsive. No allowances for cost adjustments will be made if a Bidder fails to
adequately examine the Project site before submitting a Bid.
REGISTRATION WITH THE DEPARTMENT OF INDUSTRIAL RELATIONS. In accordance
with Labor Code Sections 1725.5 and 1771.1, no contractor or subcontractor shall be qualified
to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public
Contract Code, or engage in the performance of any contract for public work, unless currently
registered and qualified to perform public work pursuant to Section 1725.5 [with limited
exceptions for bid purposes only under Labor Code Section 1771.1(a)].
PREVAILING WAGES. In accordance with Labor Code Section 1770 et seq., the Project is a
“public work.” The selected Bidder (Contractor) and any Subcontractors shall pay wages in
accordance with the determination of the Director of the Department of Industrial Relations
(“DIR”) regarding the prevailing rate of per diem wages. Copies of those rates are on file and
are available to any interested party upon request. The Contractor shall post a copy of the
DIR’s determination of the prevailing rate of per diem wages at each job site. This Proje ct is
subject to compliance monitoring and enforcement by the DIR.
BONDS. Each Bid must be accompanied by a cash deposit, cashier’s check, certified check or
Bidder’s Bond issued by a Surety insurer, made payable to the City and in an amount not less
than ten percent (10%) of the total Bid submitted. Personal or company checks are not
acceptable. Upon Contract award, the Contractor shall provide faithful performance and
payment Bonds, each in a sum equal to the Contract Price. All Bonds must be issued by a
California admitted Surety insurer using the forms set forth in the Contract Documents, or in any
other form approved by the City Attorney. Failure to enter into the Contract with the City,
including the submission of all required Bonds and insurance coverages, within fifteen (15) Days
after the date of the mailing of written notice of contract award to the Bidder, shall subject the
Bid security to forfeiture to the extent provided by law.
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LICENSES. Each Bidder shall possess a valid Class C-27 Contractor’s license issued by the
California State Contractors License Board at the time of the Bid submission. Additionally, each
Bidder must have possessed a valid Class C-27 Contractor’s license continuously for the prior
five (5) years. The successful Contractor must also possess a current City business license.
RETENTION SUBSTITUTION. Five percent (5%) of any progress payment will be withheld as
retention. In accordance with Public Contract Code Section 22300, and at the request and
expense of the Contractor, securities equivalent to the amount withheld may be deposited with
the City or with a State or federally chartered bank as escrow agent, which shall then pay such
moneys to the Contractor. Upon satisfactory completion of the Project, the securities shall be
returned to the Contractor. Alternatively, the Contractor may request that the City make
payments of earned retentions directly to an escrow agent at the Contractor’s expense. No
such substitutions shall be accepted until all related documents are approved by the City.
TRADE NAMES OR EQUALS. Requests to substitute an equivalent item for a brand or trade
name item must be made by written request submitted no later than five (5) Days before the Bid
submission deadline. Requests received after this time shall not be considered. Requests shall
clearly describe the product for which approval is requested, including all data necessary to
demonstrate acceptability.
LIQUIDATED DAMAGES. Liquidated damages shall accrue in the amount of $250 for each
Day that Work remains incomplete beyond the Project completion deadline specified in the
Contract Documents.
BIDDING PROCESS. The City reserves the right to reject any Bid or all Bids, and to waive any
irregularities or informalities in any Bid or in the bidding, as deemed to be in its best interest.
The Plans, Contract documents and Specifications will be available for public inspection as
follows:
City of Moorpark Ventura County Contractor’s Association
www.moorparkca.gov 1830 Lockwood Street, Suite 110
Oxnard, CA 93036
FW Dodge
1333 S. Mayflower Avenue, Suite 300 www.ebidboard.com
Monrovia, CA 91016
Bids must be prepared on the approved Proposal forms in conformance with the Instructions to
Bidders and submitted in a sealed envelope plainly marked on the outside, “BID FOR TIERRA
REJADA STREETSCAPE REVITALIZATION FINAL PHASE – DO NOT OPEN WITH
REGULAR MAIL.”
Bidders shall guarantee the bid price for a period of 90 calendar days from the date of bid
opening.
Any questions regarding this notice can be directed, in writing, to the City’s Project
Representative, Chris Ball, Management Analyst by e-mail at cball@moorparkca.gov
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INSTRUCTIONS TO BIDDERS
FORM OF BID. Bids shall be made on the Bid forms found herein. Bidders shall include all
forms and fill in all blank spaces, including inserting “N/A” (for not applicable) where necessary.
The Bid shall be enclosed in a sealed envelope bearing the Bidder’s name and the Project
name and identification number as described in the Notice Inviting Bids.
DELIVERY OF BIDS. The Bid shall be delivered by the time and date, and to the place
specified in the Notice Inviting Bids. No oral, faxed, emailed, or telephonic Bids or alternatives
will be considered. The time of delivery shall be conclusively determined by the time-stamping
clock located at the City Clerk’s office. Bidders are solely responsible for ensuring that their
Bids are received in proper time, and Bidders assume all risks arising out of their chosen means
of delivery. Any Bid received after the Bid submission deadline shall be returned unopened.
Bidders are invited to be present for Bid opening. Accepted Bids shall become the property of
the City.
AMENDED BIDS. Unauthorized conditions, limitations or provisos attached to a Bid may cause
the Bid to be deemed incomplete and non-responsive.
WITHDRAWAL OF BID. A Bid may be withdrawn without prejudice upon written request by the
Bidder filed with the City Clerk before the Bid submission deadline. Bids must remain valid and
shall not be subject to withdrawal for sixty (60) Days after the Bid opening date.
BIDDER’S SECURITY. Each Bid shall be accompanied by cash, a certified or cashier’s check
payable to the City, or a satisfactory Bid Bond in favor of the City executed by the Bidder as
principal and an admitted surety insurer as Surety, in an amount not less than ten percent (10%)
of the amount set forth in the Bid. The cash, check or Bid Bond shall be given as a guarantee
that, if selected, the Bidder will execute the Contract in conformity with the Contract Documents,
and will provide the evidence of insurance and furnish the specified Bonds, within fifteen (15)
Days after the date of delivery of the Contract Documents to the Bidder. In case of the Bidder’s
refusal or failure to do so, the City may award the Contract to the next lowest responsible
bidder, and the cash, check, or Bond (as applicable) of the lowest Bidder shall be forfeited to the
City to the extent permitted by law. No Bid Bond will be accepted unless it conforms
substantially to the form provided in these Contract Documents.
QUANTITIES APPROXIMATE. Any quantities shown in the Bid form or elsewhere herein shall
be considered as approximations listed to serve as a general indication of the amount of Work
or materials to be performed or furnished, and as basis for the Bid comparison. The City does
not guarantee that the actual amounts required will correspond with those shown. As deemed
necessary or convenient, the City may increase or decrease the amount of any item or portion
of Work or material to be performed or furnished or omit any such item or portion, in accordance
with the Contract Documents.
ADDENDA. The City may, from time to time, issue Addenda to the Contract Documents.
Bidders are responsible for ensuring that they have received any and all Addenda. Each Bidder
is responsible for verifying that it has received all Addenda issued, if any. Bidders must
acknowledge receipt of all Addenda, if any, in their bids. Failure to acknowledge receipt of all
Addenda may cause a Bid to be deemed incomplete and non-responsive.
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DISCREPANCIES IN BIDS. Each bidder shall set forth as to each item of Work, in clearly
legible words and figures, a unit or line item Bid amount for the item in the respective spaces
provided for this purpose.
In case of discrepancy between the unit price and the extended amount set forth for the item,
the unit price shall prevail. However, if the amount set forth as a unit price is ambiguous,
unintelligible or uncertain for any cause, or is omitted, or if the unit price is the same amount as
the entry in the “extended amount” column, then the amount set forth in the “extended amount”
column for the item shall prevail in accordance with the following:
(1) As to lump sum items, the amount set forth in the “extended amount” column shall be
the unit price.
(2) As to unit price items, the amount set forth in the “extended amount” column shall be
divided by the estimated quantity for the item set forth in the Bid documents, and the
price thus obtained shall be the unit price.
In case of discrepancy between words and figures, the words shall prevail.
COMPETENCY OF BIDDERS. In evaluating Bidder responsibility, consideration will be given
not only to the financial standing, but also to the general competency of the Bidder for the
performance of the Project. Each Bidder shall set forth in the designated area of the Bid form a
statement of its experience. No Contract will be executed with a Bidder that is not licensed and
registered with the DIR in accordance with State law, and with any applicable specific licensing
requirements specified in these Contract Documents. These licensing and registration
requirements for Contractors shall also apply to all Subcontractors.
BIDDER’S EXAMINATION OF SITE AND CONTR ACT DOCUMENTS. Each Bidder must
carefully examine the Project site and the entirety of the Contract Documents. Upon submission
of a Bid, it will be conclusively presumed that the Bidder has thoroughly investigated the Work
and is satisfied as to the conditions to be encountered and the character, quality, and quantities
of Work to be performed and materials to be furnished. Upon Bid submission, it also shall be
conclusively presumed that the Bidder is familiar with and agrees to the requirements of the
Contract Documents, including all Addenda. No information derived from an inspection of
records or investigation will in any way relieve the Contractor from its obligations under the
Contract Documents nor entitle the Contractor to any additional compensation. The Contractor
shall not make any claim against the City based upon ignorance or misunderstanding of any
condition of the Project site or of the requirements set forth in the Contract Documents. No
claim for additional compensation will be allowed which is based on a lack of knowledge of the
above items. Bidders assume all risks in connection with performance of the Work in
accordance with the Contract Documents, regardless of actual conditions encountered, and
waive and release the City with respect to any and all claims and liabilities in connection
therewith, to the extent permitted by law.
DISQUALIFICATION OF BIDDERS. No Person shall be allowed to make, file or be interested
in more than one Bid for the Project, unless alternate Bids are specifically called for. A Person
that has submitted a sub-bid to a Bidder, or that has quoted prices of materials to a Bidder, is
not thereby disqualified from submitting a sub-proposal or quoting prices to other Bidders or
from making a prime Bid. If there is a reason to believe that collusion exists among the Bidders,
all affected Bids will be rejected.
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RETURN OF BID SECURITY. The successful Bidder’s Bid security shall be held until the
Contract is executed. Bid security shall be returned to the unsuccessful Bidders within a
reasonable time, which in any case shall not exceed sixty (60) Days after the successful Bidder
has signed the Contract.
AWARD OF CONTRACT. The City reserves the right to reject any or all Bids or any parts
thereof or to waive any irregularities or informalities in any Bid or in the bidding. The Contract
award, if made, will be to the lowest responsible, responsive Bidder and is anticipated to occur
within sixty (60) Days after the Bid opening. The Contract award may be made after that period
if the selected Bidder has not given the City written notice of the withdrawal of its Bid.
ADDITIVE OR DEDUCTIVE ITEMS. In accordance with Public Contract Code Section 20103.8,
the lowest Bid shall be determined as follows: The lowest bid shall be the lowest bid price on
the base contract without consideration of the prices on the additive or deductive items.
LISTING SUBCONTRACTORS. Each Bidder shall submit a list of the proposed Subcontractors
on the Project, as required by the Subletting and Subcontracting Fair Practices Act (Public
Contract Code Section 4100, et seq.). Contractor shall self-perform not less than fifty
percent (50%) of the Work, as determined by the percentage of Work to be performed by
listed Subcontractors.
EXECUTION OF CONTRACT. The selected Bidder shall execute the Contract in the form
included in these Contract Documents within fifteen (15) Days from the date of delivery of the
Contract Documents to the Bidder. Additionally, the selected Bidder shall also secure all
insurance and Bonds as herein specified, and provide copies to the City, within fifteen (15) Days
from the date of delivery of the Contract Documents to the Bidder. Failure or refusal to execute
the Contract or to conform to any of the stipulated requirements shall be just cause for the
annulment of the award and forfeiture of the Bidder’s security. In such event, the City may
declare the Bidder’s security forfeited to the extent permitted by law, and the City may award the
Contract to the next lowest responsible Bidder or may reject all bids.
SIGNATURES. The Bidder shall execute all documents requiring signatures, and shall cause to
be notarized all documents that indicate such a requirement. The Bidder shall provide evidence
satisfactory to the City, such as an authenticated resolution of its board of directors or a power
of attorney, indicating the capacity of the person(s) signing the Bid to bind the Bidder to the Bid
and any Contract arising therefrom.
INSURANCE AND BONDS. The Contractor shall not begin Work until it has given the City
evidence of all required insurance coverage (including all additional insured endorsements), a
Bond guaranteeing the Contractor’s faithful performance of the Contract, and a Bond securing
the payment of claims for labor and materials.
TELEPHONES. Bidders are hereby notified that the City will not provide telephones for their
use at the time of Bid submission.
INTERPRETATION OF CONTRACT DOCUMENTS. Any Bidder that is in doubt as to the
intended meaning of any part of the Contract Documents, or that finds discrepancies in or
omissions from the Contract Documents, may submit to the City a written request for an
interpretation or correction not later than 96 hours prior to the Bid submission deadline.
Requests for clarification received after the 96 hour deadline will be disregarded. Please
indicate the Project and identification number in the request for clarification. Telephonic
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requests will not be taken. Any interpretation or correction of the Contract Documents will be
made only by a written Addendum. No oral interpretation of any provision in the Contract
Documents shall be binding.
TAXES. Except as may be otherwise specifically provided herein, all sales and/or use taxes
assessed by federal, State or local authorities on materials used or furnished by the Contractor
in performing the Work shall be paid by the Contractor. The Bidder shall calculate payment for
all sales, unemployment, pension and other taxes imposed by federal, State, and local law and
shall include these payments in computing the Bid.
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PAGES I-5 TO B-40 ARE THE SAME AS
EXHIBIT C: CONTRACTOR’S BID PROPOSAL,
AND THE CITY CONTRACT, AND HAVE BEEN
REMOVED SO AS NOT TO BE DUPLICITOUS.
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SAMPLE INSURANCE FORMS
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Bond No. __________
PAYMENT BOND
(LABOR AND MATERIALS)
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Moorpark (“Public Agency”), State of California, has awarded to
(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
TIERRA REJADA STREETSCAPE REVITALIZATION FINAL PHASE
(Project name)
WHEREAS, under the terms of the Contract, the Principal is required before entering upon the
performance of the Work, to file a good and sufficient payment Bond with the Public Agency to
secure the claims to which reference is made in Title 3 (commencing with Section 9000) of
Part 6 of Division 4 of the Civil Code.
NOW, THEREFORE, we, the undersigned Principal, and
(Name of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are
held and firmly bound unto the Public Agency and all contractors, subcontractors, laborers,
material suppliers, and other persons employed in the performance of the Contract and referred
to in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code in the penal
sum of
Dollars ($ ), for materials furnished or labor thereon of any
kind, or for amounts due under the Unemployment Insurance Act with respect to this Work or
labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set
forth, and also in case suit is brought upon this Bond, will pay, in addition to the face amount
thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred
by Public Agency in successfully enforcing this obligation, to be awarded and fixed by the court,
and to be taxed as costs and to be included in the judgment therein rendered.
It is hereby expressly stipulated and agreed that this Bond shall inure to the benefit of any and
all persons, companies, and corporations entitled to file claims under Title 3 (commencing with
Section 9000) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or
their assigns in any suit brought upon this Bond.
Upon expiration of the time within which the California Labor Commissioner may serve a civil
wage and penalty assessment against the principal, any of its subcontractors, or both the
principal and its subcontractors pursuant to Labor Code Section 1741, and upon expiration of
the time within which a joint labor management committee may commence an action against the
principal, any of its subcontractors, or both the principal and its subcontractors pursuant to
Labor Code Section 1771.2, if the condition of this Bond be fully performed, then this obligation
shall become null and void one year after the recordation of the Notice of Completion;
otherwise, it shall be and remain in full force and effect.
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The Surety hereby stipulates and agrees that no change, extension of time, alteration, or
addition to the terms of the Contract or the Specifications accompanying the same shall in any
manner affect its obligations on this Bond, and it does hereby waive notice of any such change,
extension, alteration, or addition.
IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall
for all purposes be deemed an original hereof, have been duly executed by Principal and
Surety, on the date set forth below, the name of each corporate party being hereto affixed and
these presents duly signed by its undersigned representative(s) pursuant to authority of its
governing body.
Dated:
“Principal”
By:
Its
By:
Its
(Seal)
“Surety”
By:
Its
By:
Its
(Seal)
Note: This Bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of the authority of
any person signing as attorney-in-fact must be attached. DATE OF BOND MUST NOT BE BEFORE DATE
OF CONTRACT. Surety companies executing Bonds must appear on the Treasury Department’s most current list
(Circular 570 as amended) and be authorized to transact business in the State where the project is located.
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Bond No. __________
PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Moorpark (“Public Agency”), has awarded to
(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
TIERRA REJADA STREETSCAPE REVITALIZATION FINAL PHASE
(Project name)
WHEREAS, Principal is required under the terms of the Contract to furnish a Bond for the
faithful performance of the Contract.
NOW, THEREFORE, we, the undersigned Principal, and
,
(Name and address of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are
held and firmly bound unto the Public Agency in the penal sum of
Dollars ($ ), this amount being not less than
the total Contract Price, in lawful money of the United States of America, for the payment of
which sum well and truly to be made, we bind ourselves, our heirs, successors executors and
administrators, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his,
her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and
abide by, and well and truly keep and perform the covenants, conditions and provisions in the
Contract and any alteration thereof made as therein provided, on the Principal’s part, to be kept
and performed at the time and in the manner therein specified, and in all respects according to
their true intent and meaning, and shall indemnify and save harmless the Public Agency, its
officers, agents and employees, as therein stipulated, then this obligation shall become null and
void one year after the recordation of the Notice of Completion; otherwise, it shall be and remain
in full force and effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefor,
there shall be included costs and reasonable expenses and fees, including reasonable
attorneys’ fees, incurred by Public Agency in successfully enforcing such obligation, all to be
taxed as costs and included in any judgment rendered. Surety hereby waives any statute of
limitations as it applies to an action on this Bond.
The Surety hereby stipulates and agrees that no change, extension of time, alteration or
addition to the terms of the Contract or of the Work to be performed thereunder or the
specifications accompanying the same shall in anywise affect its obligations under this Bond,
and it does hereby waive notice of any such change, extension of time, alteration or addition to
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the terms of the Contract or to the Work or to the specifications. Surety hereby waives the
provisions of California Civil Code Sections 2845 and 2849. The City is the principal beneficiary
of this Bond and has all rights of a party hereto.
IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall
for all purposes be deemed an original hereof, have been duly executed by Principal and
Surety, on the date set forth below, the name of each corporate party being hereto affixed and
these presents duly signed by its undersigned representative(s) pursuant to authority of its
governing body.
Dated:
“Principal”
By:
Its
By:
Its
(Seal)
“Surety”
By:
Its
By:
Its
(Seal)
Note: This Bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of
the authority of any person signing as attorney-in-fact must be attached. DATE OF BOND MUST NOT
BE BEFORE DATE OF CONTRACT. Surety companies executing Bonds must appear on the
Treasury Department’s most current list (Circular 570 as amended) and be authorized to transact
business in the State where the project is located.
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PLEASE PROVIDE CONTACT INFORMATION FOR THE SURETY AND THE
BROKER IN THE SPACE PROVIDED BELOW
SURETY – Contact Information
__________________________________________
Attn:_______________________________________
Address:___________________________________
City State Zip:_______________________________
Phone #:___________________________________
BROKER – Contact Information
_______________________________________
Attn:___________________________________
Address:________________________________
City State Zip:____________________________
Phone #:________________________________
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CHECKLIST FOR EXECUTION OF CONTRACT
TO BE SUBMITTED BY SUCCESSFUL BIDDER:
____ Two (2) executed and notarized copies of the Contract
____ Two (2) copies of the Payment Bond in amount of the Contract, with all
signatures notarized
____ Two (2) copies of the Performance Bond in amount of the Contract, with
all signatures notarized
____ Workers’ Compensation Certificate
____ Liability insurance certificate in the amount of one million dollars
($1,000,000), naming the City as a co-insured
____ Automobile insurance certificate in the amount of one million dollars
($1,000,000), naming the City as a co-insured
____ General aggregate insurance certificate in the amount of two million
dollars ($2,000,000), naming the City as a co-insured
____ Additional insured endorsement(s) (ongoing and completed operations) –
commercial general liability
____ Additional insured endorsement – automobile liability
____ Additional insured endorsement – excess liability (if applicable)
____ Copy of City business license
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GENERAL PROVISIONS
SECTION 0. GENERAL PROVISIONS DEFINED
0-1 STANDARD SPECIFICATIONS
The Work described herein shall be done in accordance with the provisions of the 2015 edition
of the Standard Specifications for Public Works Construction (SSPWC), and all supplements
thereto, prepared and promulgated by the Greenbook Committee of Public Works Standards
Inc., formerly the Southern California Chapter of the American Public Works Association and the
Associated General Contractors of America, and the following modifications thereto are
established as the Standard Specifications for the City, except for those provisions that are
expressly not incorporated by a provision in the Contract Documents.
0-2 NUMBERING OF SECTIONS
The number of sections and subsections in these General Provisions are compatible with the
numbering in the Standard Specifications. The Special Provisions will be numbered as Sections
700 through 799. Subsections of architectural and/or other work may be numbered according to
the Construction Specifications Institute (CSI) format.
0-3 SUPPLEMENTATION OF STANDARD SPECIFICATIONS
The Sections that follow supplement, but do not replace, the Standard Specifications, except as
otherwise indicated herein. In the event of any conflict between the Standard Specifications and
these General Provisions, these General Provisions shall control.
SECTION 1. TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND
SYMBOLS
The provisions below shall supplement, but not replace, those provisions in Section 1 of the
Standard Specifications.
1-2 TERMS AND DEFINITIONS
Whenever in the Standard Specifications or in the Contract Documents the following terms are
used, they shall be understood to mean the following:
Agency – The City of Moorpark.
Board – The City Council of the City of Moorpark.
Contract Documents – As defined in Standard Specifications Section 1-2, but also
including the General Provisions.
County – County of Ventura, California
Inspector – An authorized representative of the City, assigned by the City to make
inspections of Work performed by or materials supplied by the Contractor.
Laboratory – A laboratory authorized by the City to test materials and Work involved
in the Contract.
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Project – See Work.
Submittal – Any drawing, calculation, specification, product data, samples, manuals,
requests for substitutes, spare parts, photographs, survey data, traffic control plans,
record drawings, Bonds or similar items required to be submitted to the City under
the terms of the Contract.
1-3.3 Institutions
The institutions listed in Section 1-3.3 of the Standard Specifications shall be supplemented by
the list below:
Abbreviation Word or Words
AAN ................................................................................... American Association of Nurserymen
ACI ................................................................................................... American Concrete Institute
AGCA ....................................................................... Associated General Contractors of America
APWA ................................................................................... American Public Works Association
ASME ........................................................................ American Society of Mechanical Engineers
CRSI ..................................................................................... Concrete Reinforcing Steel Institute
CSI ........................................................................................ Construction Specifications Institute
IEEE ........................................................................ Institute of Electric and Electronic Engineers
NEC ........................................................................................................... National Electric Code
NEMA .................................................................... National Electrical Manufacturers Association
NFPA .................................................................................... National Fire Protection Association
SSS ........................................................................... State of California Standard Specifications,
Latest edition, Department of Transportation
SSP ....................................................................................... State of California Standard Plans,
Latest edition, Department of Transportation
SECTION 2. SCOPE AND CONTROL OF THE WORK
The provisions below shall supplement but not replace those provisions in Section 2 of the
Standard Specifications.
2-2 ASSIGNMENT
Any purported assignment without written consent of the City shall be null, void, and of no
effect, and the Contractor shall hold harmless, defend and indemnify the City and its officers,
officials, employees, agents and representatives with respect to any claim, demand or action
arising from or relating to any unauthorized assignment.
If the City opts to consent to assignment, the City’s consent shall be contingent upon: (1) a
letter from the Surety agreeing to the assignment and assigning all of the Bonds to the assignee
without any reduction, or the assignee supplying all new Bonds in the amounts originally
required under the Contract Documents; and (2) the assignee supplying all of the required
insurance in the amounts required in the Contract Documents. Until the Surety assigns all of
the Bonds or the assignee supplies all of the new Bonds, and until the assignee supplies all of
the required insurance, an assignment otherwise consented to in writing by the City shall not be
effective. Even if the City consents to assignment, no assignment shall relieve the Contractor of
liability under the Contract.
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2-4 CONTRACT BONDS
The Faithful Performance Bond shall remain in force until one year after the date of recordation
of the Notice of Completion. The Material and Labor Bond shall remain in force until expiration
of the time within which the California Labor Commissioner may serve a civil wage and penalty
assessment against the principal, any of its subcontractors, or both the principal and its
subcontractors pursuant to Labor Code Section 1741, and until the expiration of the time within
which a joint labor management committee may commence an action against the principal, any
of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code
Section 1771.2.
Before acceptance of the Project, the Contractor shall submit a warranty or maintenance Bond
that is valid for one year from date of recordation of Notice of Completion by the County
Recorder, in the amount of one hundred percent (100%) of the Contract Price. In lieu of the
warranty or maintenance Bond, Contractor may submit proof from the Surety that the
performance Bond has been extended for the appropriate duration of time. Other than the
details listed herein, the warranty or maintenance Bond shall adhere to the requirements for
Bonds in Section 2-4 of the Standard Specifications. Nothing herein shall abridge or amend
Section 6-8.3 of the Standard Specifications or the related provisions in these Contract
Documents.
All Bonds must be submitted using the required forms, which are in the Contract Documents, or
on any other form approved by the City Attorney.
2-5 PLANS AND SPECIFICATIONS
2-5.1 General
In addition to the requirements under Section 2-5.1 in the Standard Specifications, the
Contractor shall maintain a control set of Plans and Specifications on the Project site at all
times. All final locations determined in the field, and any deviations from the Plans and
Specifications, shall be marked in red on the control set to show the as-built conditions. This
control set of Plans shall also be edited for all Addenda, Requests for Information, Change
Orders, field changes not involving cost, and any other variation that occurred during
construction. Upon completion of all Work, the Contractor shall return the control set to the City.
Final payment will not be made until this requirement is met.
Where a work feature is shown on the drawings or identified in the Specifications but is not
specifically indicated as an item in the Bid sheets, and there is no ambiguity regarding the
requirement to construct, install, or construct and install that work feature, the Contractor is
required to complete the work feature. All costs to the Contractor for constructing, installing, or
both constructing and installing such a work feature shall be included in the Bid.
2-5.2 Precedence of the Contract Documents
With regard to Section 2-5.2 in the Standard Specifications, the General Provisions shall control
over the Special Provisions, and the Notice Inviting Bids and Instructions to Bidders (in that
order) shall control over the Bid, such that the order of precedence shall be as follows:
1. Permits issued by regulatory agencies with jurisdiction.
2. Change Orders and Supplemental Agreements, whichever occurs last.
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3.Contract/Agreement.
4.Addenda.
5.Notice Inviting Bids.
6.Instructions to Bidders.
7.Bid/Proposal.
8.General Provisions.
9.Special Provisions.
10.Plans.
11.Standard Plans.
12.Standard Specifications.
13.Reference Specifications.
2-7 SUBSURFACE DATA
If the City or its consultants have made investigations of subsurface conditions in areas where
the Work is to be performed, such investigations shall be deemed made only for the purpose of
study and design. If a geotechnical or other report has been prepared for the Project, the
Contractor may inspect the records pertaining to such investigations subject to and upon the
conditions hereinafter set forth. The inspection of the records shall be made in the office of the
City. It is the Contractor’s sole responsibility to determine whether such investigations exist,
and the City makes no affirmative or negative representation concerning the existence of such
investigations.
The records of any such investigations are made available solely for the convenience of the
Contractor. It is expressly understood and agreed that the City, the City, their agents,
consultants or employees assume no responsibility whatsoever with respect to the sufficiency or
accuracy of any investigations, the records thereof, and the interpretations set forth therein. No
warranty or guarantee is expressed or implied that the conditions indicated by any such
investigations or records are representative of those existing in the Project area. The
Contractor agrees to make such independent investigations and examination as necessary to
be satisfied of the conditions to be encountered in the performance of the Work.
The Contractor represents that it has studied the Plans, Specifications and other Contract
Documents, and all surveys and investigation reports of subsurface and latent physical
conditions, has made such additional surveys and investigations as necessary for the
performance of the Work at the Contract Price in accordance with the requirements of the
Contract Documents, and that it has correlated the results of all such data with the requirements
of the Contract Documents. No claim of any kind shall be made or allowed for any error,
omission or claimed error or omission, in whole or in part, of any geotechnical exploration or any
other report or data furnished or not furnished by the City.
2-9 SURVEYING
The Contractor shall verify all dimensions on the drawings and shall report to the City any
discrepancies before proceeding with related Work. The Contractor shall perform all survey and
layout Work per the benchmark information on the Project Plans. All surveying Work must
conform to the Professional Land Surveyors’ Act (Business and Professions Code Section 8700
et seq). All Project surveying notes and “cut-sheets” are to be provided to the City after the
completion of each surveying activity and all final surveying notes shall be provided before final
payment to the Contractor.
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Construction stakes shall be set and stationed by Contractor at its expense. Unless otherwise
indicated in the Special Provisions, surveying costs shall be included in the price of items bid.
No separate payment will be made. Re-staking and replacement of construction survey
markers damaged as a result of the Work, vandalism, or accident shall be at the Contractor’s
expense.
2-10 INSPECTION
The Contractor shall arrange and pay for all off-site inspection of the Work required by any
ordinance or governing authorities. The Contractor shall also arrange and pay for other
inspections, including tests in connection therewith, as may be assigned or required.
SECTION 3. CHANGES IN WORK
The provisions below shall supplement but not replace those provisions in Section 3 of the
Standard Specifications.
3-2 CHANGES INITIATED BY THE AGENCY
The City reserves the right, without notice to the Surety, to increase or decrease the quantity of
any item or portion of the Work described in the Contract Documents or to alter or omit portions
of the Work so described, as may be deemed necessary or expedient by the City Engineer,
without in any way making the Contract void. Such increases, alterations or decreases of Work
shall be considered and treated as though originally contracted for, and shall be subject to all
the terms, conditions and provisions of the original Contract. The Contractor shall not claim or
bring suit for damages, whether for loss of profits or otherwise, on account of any decrease,
alteration or omission of any kind of Work to be done.
3-3 EXTRA WORK
New and unforeseen work will be classified as Extra Work only when the Work is not covered
and cannot be paid for under any of the various items or combination of items for which a Bid
price appears on the Bid. The Contractor shall not do any Extra Work except upon written order
from the City.
SECTION 4. CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP
The provisions below shall supplement but not replace those provisions in Section 4-1 of the
Standard Specifications.
The Contractor and all Subcontractors, suppliers, and vendors shall guarantee that the Work will
meet all requirements of this Contract as to the quality of materials, equipment, and
workmanship.
4-1.1 Test of Materials
Except as elsewhere specified, the City shall bear the cost of testing materials and
workmanship that meet or exceed the requirements indicated in the Standard Specifications and
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the Special Provisions. The cost of all other tests, including the retesting of material or
workmanship that fails to pass the first test, shall be borne by the Contractor.
If the Contractor requests to substitute an equivalent item for a brand or trade name item, the
burden of proof as to the comparative quality and suitability of alternative equipment or articles
or materials shall be upon the Contractor, and the Contractor shall furnish, at its own expense,
all information necessary or related thereto as required by the City. All requests for substitution
shall be submitted, together with all documentation necessary for the City to determine
equivalence, no later than five (5) Days before the Bid submission deadline, unless a different
deadline is listed in the Special Provisions.
SECTION 5 UTILITIES
The provisions below shall supplement but not replace those provisions in Section 5 of the
Standard Specifications.
5-1 LOCATION
The location and existence of any underground Utility or substructure has not been obtained.
The methods used and costs involved to locate existing elements, points of connection and all
construction methods are the Contractor’s sole responsibility. Accuracy of information
furnished, as to existing conditions, is not guaranteed by the City. The Contractor, at its sole
expense, must make all investigations necessary to determine locations of existing elements,
which may include contacting Underground Service Alert and other private underground locating
firm(s), utilizing specialized locating equipment, hand trenching, or both. For every Dig Alert
Identification Number issued by Underground Service Alert during the course of the Project, the
Contractor must submit to the City the following form. The Contractor shall be responsible for
preserving the integrity of the existing underground utilities at the site.
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UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER FORM
No excavation will be permitted until this form is completed and returned to the City.
Government Code Section 4216 et seq. requires a Dig Alert Identification Number to be issued
before a permit to excavate will be valid.
To obtain a Dig Alert Identification Number, call Underground Service Alert at 811 a minimum of
three (3) Working Days before scheduled excavation. For best response, provide as much
notice as possible up to ten (10) Working Days.
Dig Alert Identification Number: ________________________________________________
Dated:
(“CONTRACTOR”)
By:
Printed Name:
Title:
By:
Printed Name:
Title:
Note: This form is required for every Dig Alert Identification Number issued by Underground
Service during the course of the Work. Additional forms may be obtained from the City upon
request.
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5-1.3 Entry by Utility Owners
The right is reserved to the owners of public Utilities or franchises to enter the Project site for
the purpose of making repairs or changes in their property that may be necessary as a result of
the Work as well as any other reason authorized by the City. When the Contract Documents
provide for the Utility owners to alter, relocate or reconstruct a Utility, or when the Contract
Documents are silent in this regard and it is determined by the City that the Utility owners must
alter, relocate or reconstruct a Utility, the Contractor shall schedule and allow adequate time for
those alterations, relocations or reconstructions by the respective Utility owners. City
employees and agents shall likewise have the right to enter upon the Project site at any time
and for any reason or no reason at all.
5-2 PROTECTION
If Contractor damages or breaks the Utilities, it will be the Contractor’s responsibility to repair
the Utility at no cost to the Utility or the City.
5-3 REMOVAL
Facilities encountered during the prosecution of the Work that are determined to be abandoned
shall be removed by the Contractor as required for the Work, unless directed otherwise by the
City. The remaining portion of the existing Utility which is left in place shall be accurately
recorded, in elevation and plan, on the control set of Contract Drawings.
5-4 RELOCATION
The Contractor shall cooperate fully with all Utility forces of the City or forces of other public or
private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities
that interfere with the progress of the Work. The Contractor shall schedule the Work so as to
minimize interference with the relocation, altering, or other rearranging of facilities.
5-6 COOPERATION
The Contractor’s attention is directed to the fact that Work may be conducted at or adjacent to
the site by other contractors during the performance of the Work under this Contract. The
Contractor shall conduct its operations so as to cause a minimum of interference with the work
of such other contractors, and shall cooperate fully with such contractors to provide continued
safe access to their respective portions of the site, as required to perform work under their
respective contracts. Compensation for compliance shall be included in the various items of the
Work, and no additional compensation shall be allowed therefor.
5-7 NOTIFICATION
The Contractor shall notify the City and the owners of all Utilities and substructures not less than
forty-eight (48) hours before starting construction. The following list of names and telephone
numbers is intended for the convenience of the Contractor and is not guaranteed to be complete
or accurate:
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CITY ENGINEER
(805) 517-6255
TRAFFIC ENGINEER
(805) 517-6285
CITY POLICE DEPARTMENT
(805) 532-2700
CALIFORNIA HIGHWAY PATROL
(805) 553-0800
MOORPARK TRANSIT DIVISION
(805) 517-6257
VENTURA COUNTY WATERWORKS
DISTRICT NO. 1
(805) 378-3000
CALLEGUAS MUNICIPAL WATER
DISTRICT
(805) 526-9323
SO. CALIFORNIA EDISON COMPANY
(800) 655-4555
THE GAS COMPANY
(800) 427-2200
MED TRANS AMBULANCE
(805) 495-4668
TIME WARNER
(888) 892-2253
AT & T
(800) 310-2355
UNDERGROUND SERVICE ALERT
1-800-422-4133
UNION PACIFIC RAILROAD CO.
(800) 336-9193
MOORPARK UNIFIED SCHOOL DIST.
(805) 378-6300
VENTURA COUNTY FIRE PROTECTION DISTRICT
(805) 389-9710
U.S. POST OFFICE
(805) 529-3596
WASTE MGMT/GI RUBBISH
(805) 522-9400
ANDERSON RUBBISH
(805) 526-1919
CALTRANS
(805) 653-2584
SUNESYS
California Sales / Operations
(951) 278-0400
SECTION 6. PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK
The provisions below shall supplement but not replace those provisions in Section 6 of the
Standard Specifications.
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule
In addition to the construction schedule required pursuant to Section 6-1.1 of the Standard
Specifications after notification of the Contract award and before any start of the Project, as well
as the revised construction schedule in advance of beginning revised operations, the Contractor
shall submit an updated construction schedule with its monthly invoice every month. Progress
payments shall be contingent upon the receipt of monthly updated construction schedules.
One (1) week before the scheduled pre-construction meeting, the Contractor must submit a
construction schedule to the City for review and approval. The Contractor shall make revisions
as required by the City. The schedule must account for all subcontract work, as well as the
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work of the Contractor, submittals, coordination with the other contractors performing concurrent
work and the Traffic Control Plan. The Contractor shall update this Construction Schedule
when directed by the City, or when:
a. A Change Order significantly affects the Contract completion date or the
sequence of construction approach or activities; or
b. The actual sequence of the Work, or the planned sequence of the Work, is
changed and does not conform to the Contractor’s current accepted Project construction
schedule.
6-1.1.1 Pre-Construction Meeting
Approximately ten (10) Days before the commencement of Work at the site, a pre-construction
meeting will be held at the City and shall be attended by the Contractor’s Project manager, its
on-site field superintendent, and any Subcontractors that the Contractor deems appropriate.
Attendance by the Contractor and any Subcontractors designated is mandatory.
Contractor shall submit its twenty-four (24) hour emergency telephone numbers to the City for
approval a minimum of two (2) Working Days before the pre-construction meeting. Unless
previously submitted to the City, the Contractor shall bring to the pre-construction conference
copies of each of the following:
1) Construction Schedule.
2) Procurement schedule of major equipment and materials and items requiring
long lead time.
3) Shop drawing/sample submittal schedule.
4) Preliminary schedule of values (lump sum price breakdown) for progress
payment purposes.
5) Written designation of the on-site field superintendent and the Project manager.
Both daytime and emergency telephone numbers shall be included in the written
designation.
The purpose of the meeting is to designate responsible personnel and establish a working
relationship. The parties will discuss matters requiring coordination and establish procedures
for handling such matters. The complete agenda will be furnished to the Contractor before the
meeting date. The Contractor shall be prepared to discuss all of the items listed below.
1) The Contractor’s construction schedule.
2) Notification of local residents before starting any Work and keeping them
informed throughout the Project.
3) Procedures for transmittal, review, and distribution of the Contractor’s submittals.
4) Processing applications for payment.
5) Maintaining record documents.
6) Critical Work sequencing.
7) Maintaining sewage service during construction, including proposed by-passes.
8) NPDES requirements, if any.
9) Field decisions and Change Orders.
10) Use of Project site, office and storage areas, security, housekeeping, and the
City’s needs.
11) Major equipment deliveries and priorities.
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12) Traffic control.
13) Any other item that the City representative states is relevant to the meeting.
6-1.1.2 Weekly Progress Meetings
Progress meetings will be held each week during the course of the Project. The meeting
location, day of the week and time of day will be mutually agreed to by the City and the
Contractor. The Contractor shall provide a two (2) week “look ahead” schedule for each
meeting. The construction manager will preside at these meetings and will prepare the meeting
agenda, meeting minutes and will distribute minutes to all persons in attendance. As the Work
progresses, if it is determined by agreement of the attendees, that weekly meetings are not
necessary, the weekly progress meetings may be changed to bi-weekly progress meetings.
6-5 TERMINATION OF THE CONTRACT FOR CONVENIENCE
In addition to the reasons for termination listed in Section 6-5 of the Standard Specifications,
which allow termination upon any written notice, the City may cancel the Contract for any other
reason or for no reason upon thirty (30) Days’ written notice. The rest of the procedure outlined
in Section 6-5 shall apply to such situation, including the Contractor’s required immediate
notification of Subcontractors and suppliers and the payment. In no event (including termination
for impossibility or impracticability, due to conditions or events beyond the control of the City, for
any other reason or for no reason) shall the total amount of money to Contractor exceed the
amount which would have been paid to Contractor for the full performance of the services
described in the Contract.
Furthermore, some of the City’s projects are funded in whole or in part by funds other than the
City’s General Fund. If this Project is funded by such external funds in whole or in part, or if
those external funds are terminated or reduced at any time and for any reason or for no reason
at all, and the City determines at its discretion that no other funding is available for continuation
of this Project, the City will not be obligated to continue funding for the services contained in
these Contract Documents and may terminate the Project immediately. The City shall
reimburse the Contractor for its work satisfactorily completed until the termination date. In no
event shall the total amount of money to the Contractor exceed the amount which the City has
received in funding from its external source. The Special Provisions may include further details
in this regard.
6-6 DELAYS AND EXTENSIONS OF TIME
Unless otherwise agreed in writing, an adjustment to the Contract time by reason of a Change
Order shall be agreed to at the time the Change Order is issued and accepted by Contractor. If
the Change Order does not reserve the right of the parties, or either of them, to seek an
adjustment to the Contract time, then the parties forever relinquish and waive such right and
there shall be no further adjustments to the Contract time.
6-6.1 Extensions of Time
In the event it is deemed appropriate by the City to extend the time for completion of the Work,
any such extension shall not release any guarantee for the Work required by the Contract
Documents, nor shall any such extension of time relieve or release the Sureties on the Bonds
executed. In executing such Bonds, the Sureties shall be deemed to have expressly agreed to
any such extensions of time. The amount of time allowed by an extension of time shall be
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limited to the period of the delay giving rise to the same as determined by the City.
Notwithstanding any dispute which may arise in connection with a claim for adjustment of the
Contract time, the Contractor shall promptly proceed with the Work.
6-6.2 Payment for Delays
Notwithstanding any other terms and conditions of the Contract Documents, the City shall have
no obligation whatsoever to increase the Contract Price or extend the time for delays.
Unless compensation and/or mark up is agreed upon by the City, the Contractor agrees that no
payment of compensation of any kind shall be made to the Contractor for damages or increased
overhead costs caused by any delays in the progress of the Contract, whether such delays are
avoidable or unavoidable or caused by any act or omission of the City or its agents. Any
accepted delay claim shall be fully compensated for by an extension of time to complete the
performance of the Work.
This Section shall not apply to compensable delays caused solely by the City. If a compensable
delay is caused solely by the City, the Contractor shall be entitled to a Change Order that:
(1) extends the time for completion of the Contract by the amount of delay caused by the City;
and (2) provides equitable adjustment, as determined by the City, to the Contractor.
6-8 COMPLETION, ACCEPTANCE AND WARRANTY
The Contractor shall complete all Work under the Contract within sixty (60) Working Days from
the Notice to Proceed. The Contractor shall not be allowed to begin any construction activity at
the site before the issuance of the Notice to Proceed. Between the period of the Notice of
Award and Notice to Proceed, the Contractor shall process Shop Drawings and begin procuring
equipment and materials.
6-8.2 Acceptance
The Project will not be considered complete and ready for City Council direction to staff
regarding recordation of the Notice of Completion until all required Work is completed, the Work
site is cleaned up in accordance with Section 7-8 of the Standard Specifications, the General
Provisions, and the Special Provisions, and all of the following items have been received by the
City:
1. A form of Notice of Completion, with all information required by the California Civil Code;
2. All written guarantees and warranties;
3. All “as-builts”;
4. The warranty or maintenance Bond or proof from the Surety of the extension of the
performance Bond, as more specifically detailed in Section 2-4 of these General Provisions; and
5. Duplicate copies of all operating instructions and manufacturer’s operating catalogs and
data, together with such field instructions as necessary to fully instruct City personnel in correct
operation and maintenance procedures for all equipment installed listed under the electrical, air
conditioning, heating, ventilating and other trades. This data and instructions shall be furnished
for all equipment requiring periodic adjustments, maintenance or other operation procedures.
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The Contractor shall allow at least seven (7) Working Days notice for final inspection. Such
notice shall be submitted to the City in writing.
6-8.3 Warranty
For the purposes of the calculation of the start of the warranty period, the Work shall be deemed
to be completed upon the date of recordation of the Notice of Completion. If that direction is
contingent on the completion of any items remaining on a punchlist, the Work shall be deemed
to be completed upon the date of the City’s acceptance of the final item(s) on that punchlist.
The Contractor shall repair or replace defective materials and workmanship as required in
Section 6-8.3 of the Standard Specification at its own expense. Additionally, the Contractor
agrees to defend, indemnify and hold the City harmless from claims of any kind arising from
damage, injury or death due to such defects.
The parties agree that no certificate given shall be conclusive evidence of the faithful
performance of the Contract, either in whole or in part, and that no payment shall be construed
to be in acceptance of any defective Work or improper materials. Further, the certificate or final
payment shall not terminate the Contractor’s obligations under the warranty herein. The
Contractor agrees that payment of the amount due under the Contract and the adjustments and
payments due for any Work done in accordance with any alterations of the same, shall release
the City, the City Council and its officers and employees from any and all claims or liability on
account of Work performed under the Contract or any alteration thereof.
6-9 LIQUIDATED DAMAGES
For the purposes of the calculation of the start of the liquidated damages, the Work shall be
deemed to be completed when the same has been completed in accordance with the Plans and
Specifications therefor and to the satisfaction of the City, and the City has certified such
completion in accordance with Section 6-8.1 of the Standard Specifications.
SECTION 7. RESPONSIBILITIES OF THE CONTRACTOR
The first paragraph of Section 7-3.1 of the Standard Specifications shall not be incorporated and
shall instead be replaced with the following:
The Contractor shall provide and maintain insurance naming the City, its elected
and appointed officials, officers, employees, attorneys, agents, designated
volunteers, and independent contractors in the role of City officials as insureds or
additional insureds regardless of any inconsistent statement in the policy or any
subsequent endorsement whether liability is attributable to the Contractor or the
City. The insurance provisions shall not be construed to limit the Contractor’s
indemnity obligations contained in the Contract. The City will not be liable for any
accident, loss, or damage to the Work before completion, except as otherwise
specified in Section 6-10.
The first sentence of Section 7-8.4.2 shall not be incorporated, and shall instead be replaced
with the following:
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Construction materials and equipment shall not be stored in Streets, roads, or
highways unless otherwise specified in the Special Provisions or approved by the
City.
The first sentence of the second paragraph of Section 7-9 of the Standard Specifications shall
not be incorporated, and shall instead be replaced with the following:
The Contractor shall relocate, repair, replace, or reestablish all existing
improvements within the Project limits which are not designated for removal (e.g.,
curbs, sidewalks, driveways, signal loops, fences, walls, sprinkler systems, signs,
Utility installations, pavements, structures, etc.) which are damaged or removed
as a result of the Contractor’s or the Subcontractors’ operations or as required by
the Plans and Specifications.
The last paragraph of Subsection 7-9 of the Standard Specifications shall not be incorporated,
and shall instead be replaced with the following:
All costs to the Contractor for protecting, removing, restoring, relocating,
repairing, replacing, or reestablishing existing improvements shall be included in
the Bid.
Section 7-12 of the Standard Specifications shall not be incorporated, and shall instead be
replaced with the following:
The names, addresses and specialties of the Contractor, Subcontractors,
architects or engineers may not be displayed on any signage within the public
right-of-way. This signage prohibition includes advertising banners hung from
truck beds or other equipment.
Otherwise, the provisions below shall supplement but not replace those provisions in Section 7
of the Standard Specifications.
7-1 THE CONTRACTOR’S EQUIPMENT AND FACILITIES
Noise levels shall be limited to a reasonable level, and shall apply to all construction equipment
on or related to the job whether owned by the Contractor or not. The use of excessively loud
warning signals shall be avoided, except in those cases required for the protection of personnel.
7-2 LABOR
7-2.2.1 Public Work
The Contractor acknowledges that the Project is a “public work” as defined in Labor Code
Section 1720 et seq. (“Chapter 1”), and that this Project is subject to (a) Chapter 1, including
without limitation Labor Code Section 1771 and (b) the rules and regulations established by the
Director of Industrial Relations (“DIR”) implementing such statutes. The Contractor shall
perform all Work on the Project as a public work. The Contractor shall comply with and be
bound by all the terms, rules and regulations described in (a) and (b) as though set forth in full
herein.
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7-2.2.2 Copies of Wage Rates
Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for
each craft, classification, or type of worker needed to perform the Project are on file at City Hall
and will be made available to any interested party on request. By initiating any Work on this
Project, the Contractor acknowledges receipt of a copy of the DIR determination of such
prevailing rate of per diem wages, and the Contractor shall post such rates at each job site
covered by these Contract Documents.
7-2.2.3 Job Site Notices
The Contractor is required to post job site notices, as prescribed by regulation.
7-2.2.4 Failure to Pay Prevailing Rates
The Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774
and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for
failure to pay prevailing wages. The Contractor shall, as a penalty paid to the City, forfeit two
hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than
the prevailing rates as determined by the DIR for the work or craft in which the worker is
employed for any public work done pursuant to these Contract Documents by the Contractor or
by any Subcontractor.
7-2.2.5 Apprentices
The Contractor shall comply with and be bound by the provisions of Labor Code Sections
1777.5, 1777.6 and 1777.7 and California Code of Regulations Title 8, Section 200 et seq.
concerning the employment of apprentices on public works projects. The Contractor shall be
responsible for compliance with these Sections for all apprenticeable occupations. Before
commencing Work on this Project, the Contractor shall provide the City with a copy of the
information submitted to any applicable apprenticeship program. Within sixty (60) Days after
concluding Work, Contractor and each of its Subcontractors shall submit to the City a verified
statement of the journeyman and apprentice hours performed under this Contract.
7-2.2.6 Debarment or Suspension
The Contractor shall not perform Work with any Subcontractor that has been debarred or
suspended pursuant to California Labor Code Section 1777.1 or any other federal or State law
providing for the debarment of contractors from public works. The Contractor and
Subcontractors shall not be debarred or suspended throughout the duration of this Contract
pursuant to Labor Code Section 1777.1 or any other federal or State law providing for the
debarment of contractors from public works. If the Contractor or any Subcontractor becomes
debarred or suspended during the duration of the Project, the Contractor shall immediately
notify the City.
7-2.3 Payroll Records
The Contractor shall comply with and be bound by the provisions of Labor Code Section 1776,
which requires the Contractor and each Subcontractor to (1) keep accurate payroll records and
verify such records in writing under penalty of perjury, as specified in Section 1776, (2) certify
and make such payroll records available for inspection as provided by Section 1776, and
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(3) inform the City of the location of the records. The Contractor has ten (10) days in which to
comply subsequent to receipt of a written notice requesting these records, or as a penalty to the
City, the Contractor shall forfeit one hundred dollars ($100) for each Day, or portion thereof, for
each worker, until strict compliance is effectuated. Upon the request of the Division of Labor
Standards Enforcement, these penalties shall be withheld from progress payments then due.
7-2.4 Hours of Labor
The Contractor acknowledges that eight (8) hours labor constitutes a legal day’s work. The
Contractor shall comply with and be bound by Labor Code Section 1810. The Contractor shall
comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties
for workers who work excess hours. The Contractor shall, as a penalty paid to the City, forfeit
twenty-five dollars ($25) for each worker employed in the performance of this Project by the
Contractor or by any Subcontractor for each calendar day during which such worker is required
or permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours
in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3
of the Labor Code. Pursuant to Labor Code Section 1815, work performed by employees of the
Contractor in excess of eight (8) hours per day, and forty (40) hours during any one week shall
be permitted upon public work upon compensation for all hours worked in excess of eight (8)
hours per day at not less than one and one-half (1-1/2) times the basic rate of pay.
7-2.5 Registration with the DIR
In accordance with Labor Code Sections 1725.5 and 1771.1, no contractor or subcontractor
shall be qualified to bid on, be listed in a bid proposal, subject to the requirements of
Section 4104 of the Public Contract Code, or engage in the performance of any contract for
public work, unless currently registered and qualified to perform public work pursuant to
Section 1725.5.
7-2.6 Compliance Monitoring and Posting Job Sites
This Project is subject to compliance monitoring and enforcement by the DIR. The Contractor
shall post job site notices, as prescribed by regulation.
7-2.7 Subcontractors
For every Subcontractor who will perform Work on the Project, the Contractor shall be
responsible for such Subcontractor’s compliance with Chapter 1 and Labor Code Sections 1860
and 3700, and the Contractor shall include in the written Contract between it and each
Subcontractor a copy of the provisions in this Section 7-2 of the General Provisions and a
requirement that each Subcontractor shall comply with those provisions. The Contractor shall
be required to take all actions necessary to enforce such contractual provisions and ensure
Subcontractor’s compliance, including without limitation, conducting a periodic review of the
certified payroll records of the Subcontractor and upon becoming aware of the failure of the
Subcontractor to pay its workers the specified prevailing rate of wages. The Contractor shall
diligently take corrective action to halt or rectify any failure.
7-2.9 Prevailing Wage Indemnity
To the maximum extent permitted by law, the Contractor shall indemnify, hold harmless and
defend (at the Contractor’s expense with counsel reasonably acceptable to the City) the City, its
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officials, officers, employees, agents and independent contractors serving in the role of City
officials, and volunteers from and against any demand or claim for damages, compensation,
fines, penalties or other amounts arising out of or incidental to any acts or omissions listed in
Section 7-2 of the General Provisions by any Person (including the Contractor, its
Subcontractors, and each of their officials, officers, employees and agents) in connection with
any Work undertaken or in connection with the Contract Documents, including without limitation
the payment of all consequential damages, attorneys’ fees, and other related costs and
expenses. All duties of the Contractor under this Section 7-2.9 shall survive expiration or
termination of the Contract.
7-3 LIABILITY INSURANCE
The Contractor shall at all times during the term of the Contract carry, maintain, and keep in full
force and effect the insurance referenced in Section 7-3 of the Standard Specifications, as
modified below.
7-3.1.1 Additional Insureds
The City, its elected and appointed officials, officers, employees, attorneys, agents, designated
volunteers, and independent contractors in the role of City officials, shall be the insured or
named as additional insureds covering the Work, regardless of any inconsistent statement in the
policy or any subsequent endorsement, whether liability is attributable to the Contractor or the
City.
7-3.1.2 No Limitation on Indemnity
The insurance provisions shall not be construed to limit the Contractor’s indemnity obligations
contained in these Contract Documents.
7-3.1.3 Replacement Insurance
The Contractor agrees that it will not cancel, reduce or otherwise modify the insurance
coverage. The Contractor agrees that if it does not keep the required insurance in full force and
effect, and such insurance is available at a reasonable cost, the City may take out the
necessary insurance and pay the premium thereon, and the repayment thereof shall be deemed
an obligation of the Contractor and the cost of such insurance may be deducted, at the option of
the City, from payments due the Contractor. This shall be in addition to all other legal options
available to the City to enforce the insurance requirements.
7-3.1.4 Certificates of Insurance with Original Endorsements
The Contractor shall submit to the City certificates of insurance with the original endorsements,
both of which reference the same policy number, for each of the insurance policies that meet
the insurance requirements, not less than one (1) day before beginning of performance under
the Contract. Endorsements may be executed on standard Insurance Services Office (ISO)
forms, samples of which are provided in the Contract Documents, or on any other forms that
meet the City’s insurance requirements and are approved by the City. In any case, the
endorsements must specifically name the City of Moorpark and its elected and appointed
officials, officers, employees, attorneys, agents, designated volunteers, and independent
contractors in the role of City officials as insureds or additional insureds. Current insurance
certificates and endorsements shall be kept on file with the City at all times during the term of
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this Contract. The City reserves the right to require complete, certified copies of all required
insurance policies at any time.
7-3.1.5 Subcontractors
The Contractor shall ensure all Subcontractors and their employees are listed as additional
insureds on all of the Contractor’s insurance.
7-4 INDEMNIFICATION
The following indemnity provisions shall supersede the indemnity in Section 7-3.1 of the
Standard Specifications.
7-4.1 Contractor’s Duty
To the maximum extent permitted by law, the Contractor hereby agrees, at its sole cost and
expense, to defend with competent defense counsel approved by the City Attorney, protect,
indemnify, and hold harmless the City, its elected and appointed officials, officers, employees,
volunteers, attorneys, agents (including those City agents serving as independent contractors in
the role of City representatives), successors, and assigns (collectively “Indemnitees”) from and
against any and all claims (including, without limitation, claims for bodily injury, death or damage
to property), demands, charges, obligations, damages, causes of action, proceedings, suits,
losses, stop payment notices, judgments, fines, liens, penalties, liabilities, costs and expenses
of every kind and nature whatsoever, in any manner arising out of, incident to, related to, in
connection with or resulting from any act, failure to act, error or omission of the Contractor or
any of its officers, agents, attorneys, servants, employees, Subcontractors, material suppliers or
any of their officers, agents, servants or employees, and/or arising out of, incident to, related to,
in connection with or resulting from any term, provision, image, plan, covenant, or condition in
the Contract Documents; including, without limitation, the payment of all consequential
damages, attorneys’ fees, experts’ fees, and other related costs and expenses (individually, a
“Claim,” or collectively, “Claims”). The Contractor shall promptly pay and satisfy any judgment,
award or decree that may be rendered against any of the Indemnitees as to any such Claim.
The Contractor shall reimburse Indemnitees for any and all legal expenses and costs incurred
by each of them in connection therewith or in enforcing the indemnity herein provided. The
Contractor’s obligation to indemnify shall not be restricted to insurance proceeds, if any,
received by the Contractor or Indemnitees. This indemnity shall apply to all Claims regardless
of whether any insurance policies are applicable or whether the Claim was caused in part or
contributed to by an Indemnitees.
7-4.2 Civil Code Exception
Nothing in this Section 7-4 shall be construed to encompass Indemnitees’ sole negligence or
willful misconduct to the limited extent that the underlying Contract is subject to Civil Code
Section 2782(a) or the City’s active negligence to the limited extent that the underlying Contract
Documents are subject to Civil Code Section 2782(b), provided such sole negligence, willful
misconduct or active negligence is determined by agreement between the parties or by the
findings of a court of competent jurisdiction.
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7-4.3 Nonwaiver of Rights
Indemnitees do not and shall not waive any rights that they may possess against the Contractor
because the acceptance by the City, or the deposit with the City, of any insurance policy or
certificate required pursuant to these Contract Documents. This indemnity provision is effective
regardless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees
and shall operate to fully indemnify Indemnitees against any such negligence.
7-4.4 Waiver of Right of Subrogation.
The Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all
rights of subrogation and contribution against the Indemnitees, while acting within the scope of
their duties, from all Claims arising out of or incident to the activities or operations performed by
or on behalf of the Contractor regardless of any prior, concurrent or subsequent active or
passive negligence by Indemnitees.
7-4.5 Survival.
The provisions of this Section 7-4 shall survive the term and termination of the Contract, are
intended to be as broad and inclusive as is permitted by the law of the State, and are in addition
to any other rights or remedies that Indemnitees may have under the law. Payment is not
required as a condition precedent to an Indemnitee’s right to recover under this indemnity
provision, and an entry of judgment against the Contractor shall be conclusive in favor of the
Indemnitee’s right to recover under this indemnity provision.
7-5 PERMITS
Before starting any construction work, the Contractor will be required to obtain all necessary
permits from the City, which may include obtaining a no fee encroachment permit for Work
within the public right-of-way, as well as all other permits required from all other agencies.
Should this Project require construction of trenches or excavations which are five (5) feet or
deeper and into which a person is required to descend, the Contractor shall obtain a Cal/OSHA
permit and furnish the City with a copy before Work can commence on this Project. Contractor
shall bear all cost for fees for all agencies except for the City’s permit fees.
7-7 COOPERATION AND COLLATERAL WORK
The Contractor shall be responsible for coordinating all Work with the City’s street sweeping,
trash pick-up, and street maintenance contractors, emergency services departments, utility
companies’ crews, and others when necessary. Payment for conforming to these requirements
shall be included in other items of Work, and no additional payment shall be made thereof.
7-8 WORKSITE MAINTENANCE
Clean-up shall be done as Work progresses at the end of each day and thoroughly before
weekends. The Contractor shall not allow the Work site to become littered with trash and waste
material, but shall maintain the same in a neat and orderly condition throughout the construction
operation. Materials which need to be disposed shall not be stored at the Project site, but shall
be removed by the end of each Working Day. If the job site is not cleaned to the satisfaction of
the City, the cleaning will be done or contracted by the City and shall be back-charged to the
Contractor and deducted from the Contract Price.
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The Contractor shall make arrangements for storing its equipment and materials. The
Contractor shall make its own arrangements for any necessary off-site storage or shop areas
necessary for the proper execution of the Work. Approved areas within Work site may be used
for temporary storage; however, the Contractor shall be responsible for obtaining any necessary
permits from the City. In any case, the Contractor’s equipment and personal vehicles of the
Contractor’s employees shall not be parked on the traveled way or on any section where traffic
is restricted at any time.
The Contractor shall deliver, handle, and store products in accordance with the manufacturer’s
written recommendations and by methods and means that will prevent damage, deterioration,
and loss including theft. Delivery schedules shall be controlled to minimize long-term storage of
products at the Project site and overcrowding of construction spaces. In particular, the
Contractor shall provide delivery and installation coordination to ensure minimum holding or
storage times for products recognized to be flammable, hazardous, easily damaged, or sensitive
to deterioration, theft, and other sources of loss.
Storage shall be arranged to provide access for inspection. The Contractor shall periodically
inspect to assure products are undamaged and are maintained under required conditions.
The Contractor shall promptly remove from the vicinity of the completed Work, all rubbish,
debris, unused materials, concrete forms, construction equipment, and temporary structures
and facilities used during construction. Final acceptance of the Work by the City will be withheld
until the Contractor has satisfactorily complied with the foregoing requirements for final clean-up
of the Project site.
All costs associated with the clean-up and storage required to complete the Project shall be the
sole responsibility of the Contractor.
7-10 SAFETY
The provisions below shall supplement but not replace those provisions in Subsection 7-10 of
the Standard Specifications.
7-10.2 Haul routes
Subsection 7-10.3 of the Standard Specifications shall be deleted and replaced as follows:
The Contractor must obtain the City Engineer’s approval before using any haul
routes. Further detail requirements for haul traffic are delineated in the Special
Provisions.
7-10.5.3 Steel Plate Covers
The Contractor shall cover all openings, trenches and excavations at the end of each Work Day
with steel plate covers.
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7-15 RECYCLING OF MATERIALS
Subsection 7-15 is hereby added to the Standard Specifications as follows:
7-15.1 Construction and Demolition Ordinance
The City of Moorpark has adopted a Construction and Demolition (C&D) ordinance which requires
all Contractors on City projects, regardless of cost, to prepare a Construction and Demolition
Materials Management Plan (available at www.moorparkca.gov/CDplan) and divert a minimum of
65% of material generated during the project from disposal in a landfill (through reuse or recycling).
You will be required to submit a Diversion Security Deposit of up to 3% of the project valuation to
the City to ensure compliance with the ordinance. The deposit will be returned upon verification that
you met the 65% diversion requirement. Also, a one-time fee for staff time associated with
processing your C&D plan will be charged. You have two options to meet this requirement. You
may use the City’s franchised hauler (Waste Management), who can provide temporary bins and
will dispose of your waste at a city authorized facility. Or you may self-haul your waste to a city
authorized certified C&D processing facility. If you self- haul your waste you must use proper
hauling vehicles and bins owned by your company and those vehicles must be driven by your
employees. Please remember that because this project is a prevailing wage project, the driver of
the self-haul vehicle will need to be paid a prevailing wage rate for driving the C&D materials to the
authorized facility. You will need to submit itemized weigh tickets from each facility
documenting your C&D recycling and disposal that indicates the weight and type of
material recycled or disposed. These weigh tickets will need to be turned in to the Solid Waste
Division and verified prior to final payment release for the job and refund of your C&D diversion
security deposit. If diversion requirements are not met, the City will retain the deposit. Please
contact the Solid Waste Division at 805-517-6241 with questions about the C&D ordinance or
about how to obtain the forms and documentation requirements.
SECTION 8. FACILITIES FOR AGENCY PERSONNEL
The provisions of Section 8 of the Standard Specifications shall apply except as modified
herein. No field offices for City personnel shall be required; however, City personnel shall have
the right to enter upon the Project at all times and shall be admitted to the offices of the
Contractor to use the telephone, desk and sanitary facilities provided by the Contractor for its
own personnel.
SECTION 9. MEASUREMENT AND PAYMENT
The provisions below shall supplement but not replace those provisions in Section 9 of the
Standard Specifications.
9-1.2 Methods of Measurement
The Contract Price shall constitute full compensation for all labor, equipment, materials, tools
and incidentals required to complete the Project as outlined in these Contract Documents and
as directed by the City.
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9-3 PAYMENT
9-3.1 General
In accordance with Public Contract Code Section 7107, if no claims have been filed and are still
pending, the amount deducted from the final estimate and retained by the City will be paid to the
Contractor except such amounts as are required by law to be withheld by properly executed and
filed notices to stop payment, or as may be withheld for any other lawful purposes.
9-3.2 Partial and Final Payment
9-3.2.1 Monthly Closure Date and Invoice Date
In accordance with Section 9-3.2 of the Standard Specifications, the monthly closure date shall
be the last Day of each month. A measurement of Work performed and a progress estimate of
the value thereof based on the Contract and of the monthly payment shall be prepared by the
Contractor and submitted to the City before the tenth (10th) Day of the following month for
verification and payment consideration.
9-3.2.2 Payments
The City shall make payments within thirty (30) Days after receipt of the Contractor’s undisputed
and properly submitted payment request, including an updated construction schedule pursuant
to Section 6-1.1 of the General Provisions. The City shall return to the Contractor any payment
request determined not to be a proper payment request as soon as practicable, but not later
than seven (7) Days after receipt, and shall explain in writing the reasons why the payment
request is not proper.
9-3.2.3 Retention
The City shall withhold not less than five percent (5%) from each progress payment. However,
at any time after fifty percent (50%) of the Work has been completed, if the City Council finds
that satisfactory progress is being made, it may, at its discretion, make any of the remaining
progress payments in full for actual Work completed. The City shall withhold not less than five
percent (5%) of the Contract Price from the Final Payment Amount (defined in Section 9-3.2.4)
until at least thirty-five (35) days after recordation of the Notice of Completion, or recordation of
a notice of completion or cessation, but not longer then the period permitted by Public Contract
Code Section 7107.
9-3.2.4 Final Invoice and Payment
Whenever the Contractor shall have completely performed the Contract in the opinion of the
City, the City shall notify the City Clerk that the Contract has been completed in its entirety. The
Contractor shall then submit to the City a written statement of the final quantities of Contract
items for inclusion in the final invoice. Upon receipt of such statement, the City shall check the
quantities included therein and shall authorize a payment amount, which in the City’s opinion
shall be just and fair, covering the value of the total amount of Work done by the Contractor,
less all previous payments and all amounts to be retained under the provisions of the Contract
Documents (“Final Payment Amount”). The City shall then request that the City accept the
Work and that the City Clerk be authorized to file, on behalf of the City in the office of the
County Recorder, a Notice of Completion of the Work herein agreed to be done by the
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Contractor. In addition, the final payment will not be released until the Contractor returns the
control set of Plans and Specifications showing the redlined as-built conditions.
9-3.2.5 Substitute Security
In accordance with Public Contract Code Section 22300, the Contractor may request that it be
permitted to substitute securities in lieu of having retention withheld by the City from progress
payments when such payments become due or, in the alternative, the Contractor may request
that the City make payments of earned retentions directly to an agreed upon designated escrow
agent at the Contractor’s expense. If the Contractor selects either one of these alternatives, the
following shall control.
9-3.2.5.1 Substitution of Securities for Performance Retention
At some reasonable time before any progress payment would otherwise be due and payable to
the Contractor in the performance of Work under these Contract Documents, the Contractor
may submit a request to the City in writing to permit the substitution of retentions with securitie s
equivalent to the amount estimated by the City (“estimated amount of retention”) to be withheld.
The Contractor shall deposit such securities with the City or may, in the alternative, deposit such
securities in escrow with a State or federally chartered bank in California, as the escrow agent,
at the Contractor’s expense. Such securities will be the equivalent or greater in value of the
estimated amount of retention. If the Contract is modified by written Modifications or Change
Orders or the Contractor otherwise becomes entitled to receive an amount more than the
Contract Price at the time the securities are deposited, the Contractor shall, at the request of the
City, deposit with the City or escrow agent, whichever is applicable, additional securities within a
reasonable time so that the amount of securities on deposit with the City or escrow agent is
equivalent or greater in value than the amount of retention the City would otherwise be entitled
to withhold from progress payments due or to become due to the Contractor as the Work
progresses. The City shall withhold any retention amount that exceeds the security amount until
the additional securities are deposited and, if the deposit is with an escrow agent, the City has
confirmation from that escrow agent of the new total value of securities. Upon satisfactory
completion of the Contract, which shall mean, among other things, that the City is not otherwise
entitled to retain proceeds from progress payments as elsewhere provided in the Contract or
under applicable law, the securities shall be returned to the Contractor. The City shall, within its
sole discretion, determine whether the amount of the securities on deposit with the City or
escrow agent is equal to or greater than the amount of estimated retention of progress
payments that could otherwise be held by the City if the Contractor had not elected to substitute
same with securities.
9-3.2.5.2 Deposit of Retention Proceeds with an Escrow Agent
As an alternative to the substitution of securities, as provided above, or the City otherwise
retaining and holding retention proceeds from progress payments, the Contractor may request
the City to make payments of retentions earned directly to an escrow agent with the same
qualifications as required in Section 9-3.2.5.1 above and at the expense of the Contractor. At its
sole expense, the Contractor may direct the investment of such retention payments into only
such securities as mentioned in Section 9-3.2.5.3 below and shall be entitled to interest earned
on such investments on the same terms provided for securities deposited by the Contractor.
Upon satisfactory completion of the Contract, which shall mean when the City would not
otherwise be entitled to withhold retention proceeds from progress payments had the Contractor
not elected to have such proceeds deposited into escrow, the Contractor shall be allowed to
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receive from the escrow agent all securities, interest and payments deposited into escrow
pursuant to the terms of this Section. The Contractor shall pay to each Subcontractor, not later
than ten (10) Days of receipt of payment, the respective amount of interest earned, net of costs
attributed to retention withheld from each Subcontractor, on the amount withheld to ensure
performance of the Contractor.
9-3.2.5.3 Subcontractor Entitlement to Interest
If the Contractor elects to receive interest on any moneys withheld in retention by the City, then
the Subcontractor shall receive the identical rate of interest received by the Contractor on any
retention moneys withheld from the Subcontractor by the Contractor, less any actual pro rata
costs associated with administering and calculating that interest. In the event that the interest
rate is a fluctuating rate, the rate for the Subcontractor shall be determined by calculating the
interest rate paid during the time that retentions were withheld from the Subcontractor. If the
Contractor elects to substitute securities in lieu of retention, then, by mutual consent of the
Contractor and the Subcontractor, the Subcontractor may substitute securities in exchange for
the release of moneys held in retention by the Contractor. The Contractor shall pay each
Subcontractor, not later than ten (10) Days after receipt of escrow moneys, the amount owed to
each Subcontractor from the moneys plus the respective amount of interest earned, net of costs
attributed to the retention held from each Subcontractor, on the amount of retention withheld to
ensure performance of the Subcontractor.
9-3.2.5.4 Securities Eligible for Investment
Securities eligible for investment shall include those listed in Government Code Section 16430,
bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts,
standby letters of credit, or any other security mutually agreed upon between the Contractor and
the City. The Contractor shall be the beneficial owner of any securities substituted for any
monies withheld and shall receive any interest thereon.
9-3.2.5.5 Escrow Agreement for Security Deposits in Lieu of Retention
The escrow agreement that shall be used for the deposit of securities in lieu of retention shall
substantially conform to the form prescribed in Public Contract Code Section 22300(f).
9-3.2.5.6 Inconsistencies with Prevailing Statutory Requirements
If there is any inconsistency between or differences in Public Contract Code Section 22300 and
the terms of this provision, or any future amendments thereto, Section 22300 shall control.
9-4 AUDIT
The City or its representative shall have the option of inspecting and/or auditing all records and
other written materials used by the Contractor in preparing its billings to the City as a condition
precedent to any payment to the Contractor or in response to a construction claim or a Public
Records Act (Government Code Section 6250 et seq.) request. The Contractor will promptly
furnish documents requested by the City at no cost. Additionally, the Contractor shall be subject
to State Auditor examination and audit at the request of the City or as part of any audit of the
City, for a period of three (3) years after final payment under the Contract. The Contractor shall
include a copy of this Section 9-4 in all contracts with its Subcontractors, and the Contractor
shall be responsible for immediately obtaining those records or other written material from its
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Subcontractors upon a request by the State Auditor or the City. If the Project includes other
auditing requirements, those additional requirements will be listed in the Special Provisions.
SECTION 10. ADDITIONAL TERMS
10-1 NONDISCRIMINATORY EMPLOYMENT
The Contractor shall not unlawfully discriminate against any individual based on race, religious
creed, color, national origin, ancestry, physical disability, mental disability, medical condition,
genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual
orientation or military and veteran status. The Contractor understands and agrees that it is
bound by and will comply with the nondiscrimination mandates of all statutes and local
ordinances and regulations.
10-2 NOTICE TO PROCEED
Upon award of this Contract and signing the Contract Documents, the City shall issue the
Contractor a Notice to Proceed. The City will not authorize any Work to be done under these
Contract Documents before the Contract has been fully executed. Any Work that is done by the
Contractor in advance of such time shall be considered as being done at the Contractor’s own
risk and responsibility, and as a consequence will be subject to rejection.
10-3 CONTRACTOR’S RESPONSIBILITY FOR WORK
Until the final acceptance of the Work by the City as defined in Section 6-8.2 of the General
Provisions, by written action of the City, the Contractor shall have the charge and care thereof
and shall bear the risk of injury or damage to any part of the Work by the action of the elements,
criminal acts, or any other cause. The Contractor shall rebuild, repair, restore and make good
all injuries or damages to any portion of the Work occasioned by any cause before its
completion and acceptance and shall bear the expense thereof, except for such injuries or
damages arising from the sole negligence or willful misconduct of the City, its officers, agents or
employees. In the case of suspension of Work from any cause whatever, the Contractor shall
be responsible for all materials and the protection of Work already completed, shall properly
store and protect them if necessary, and shall provide suitable drainage and erect temporary
structures where necessary.
10-4 PROCEDURE IN CASE OF DAMAGE TO PUBLIC PROPERTY
Any portions of curb, gutter, sidewalk or any other City improvement damaged by the Contractor
during the course of construction shall be replaced by the Contractor at its own cost. The cost
of additional replacement of curb, gutter or sidewalk in excess of the estimated quantities shown
in the Bid form and Specifications, and found necessary during the process of construction (but
not due to damage resulting from carelessness on the part of the Contractor during its
operation), shall be paid to the Contractor at the unit prices submitted in his or her Bid.
10-5 REMOVAL OF INTERFERING OBSTRUCTIONS
The Contractor shall remove and dispose of all debris, abandoned structures, tree roots and
obstructions of any character encountered during the process of excavation. It is understood
that the cost of any such removals are made a part of the unit price bid by the Contractor under
the item for excavation or removal of existing Work.
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10-6 SOILS ENGINEERING AND TESTING
A certified materials testing firm may be retained by the City to perform materials tests during
the Contractor’s entire operation to ascertain compliance with the Contract requirements. The
City shall be responsible for the first series of tests. If the initial tests do not meet the Contract
requirements, the Contractor shall bear the cost of all subsequent tests.
If the City requires other tests or more specific requirements for testing regarding this Project,
those details will be included in the Special Provisions.
10-7 ACCESS TO PRIVATE PROPERTY
Unless otherwise stated in the Special Provisions, the Contractor shall be responsible for all
fees and costs associated with securing permission to access private property for any portion of
the Project.
10-8 WORKING DAYS AND HOURS
The Contractor shall do all Work between the hours of 9:00 a.m. to 3:00 p.m., Monday through
Friday. No Work will be allowed on Saturday, Sunday or City holidays, which are as follows:
(see Appendix VII).
In addition, no Work will be allowed on any special election Day that may be declared. Should a
special election Day be declared, a time extension of one (1) Working Day will be granted for
each such Day.
A permit may have other hours or Days for the Contractor to do the Work, and those hours and
Days shall supersede any hours and Days written in this Section.
Whenever the Contractor is permitted or directed to perform night Work or to vary the period
during which Work is performed during the Working Day, the Contractor shall give twelve (12)
hours’ notice to the City so that inspection may be provided. Also, a charge may be made to the
Contractor for approved overtime or weekend inspections requested by the Contractor.
10-9 CLAIM DISPUTE RESOLUTION
In the event of any dispute or controversy with the City over any matter whatsoever, the
Contractor shall not cause any delay or cessation in or of Work, but shall proceed with the
performance of the Work in dispute. The Contractor shall retain any and all rights provided that
pertain to the resolution of disputes and protests between the parties. The Disputed Work will
be categorized as an “unresolved dispute” and payment, if any, shall be as later determined by
mutual agreement or a court of law. The Contractor shall keep accurate, detailed records of all
Disputed Work, claims and other disputed matters.
All claims arising out of or related to the Contract Documents or this Project, and the
consideration and payment of such claims, are subject to the Government Claims Act
(Government Code Section 810 et seq.) with regard to filing claims and to Public Contract Code
Section 20104 et seq. (Article 1.5) regarding the resolution of public works claims of three
hundred seventy-five thousand dollars ($375,000) or less. This Contract hereby incorporates
those provisions as through fully set forth herein. Thus, the Contractor or any Subcontractor
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must file a claim in accordance with the Government Claims Act as a prerequisite to filing a
construction claim in compliance with Article 1.5, and must then adhere to Article 1.5.
10-10 THIRD PARTY CLAIMS
The City shall have full authority to compromise or otherwise settle any claim relating to the
Project at any time. The City shall timely notify the Contractor of the receipt of any third-party
claim relating to the Project. The City shall be entitled to recover its reasonable costs incurred
in providing this notice.
10-11 COMPLIANCE WITH LAWS
The Contractor shall comply with all applicable federal, State and local laws, ordinances, codes
and regulations in force at the time the Contractor performs pursuant to the Contract
Documents.
10-12 CONTRACTOR’S REPRESENTATIONS
By signing the Contract, the Contractor represents, covenants, agrees, and declares under
penalty of perjury under the laws of the State of California that: (a) the Contractor is licensed,
qualified, and capable of furnishing the labor, materials, and expertise necessary to perform the
services in accordance with the terms and conditions set forth in the Contract Documents;
(b) there are no obligations, commitments, or impediments of any kind that will limit or prevent
its full performance under the Contract Documents; (c) there is no litigation pending against the
Contractor that could adversely affect its performance of the Contract, and the Contractor is not
the subject of any criminal investigation or proceeding; and (d) to the Contractor’s actual
knowledge, neither the Contractor nor its personnel have been convicted of a felony.
10-13 CONFLICTS OF INTEREST
The Contractor agrees not to accept any employment or representation during the term of the
Contract or within twelve (12) months after acceptance as defined in Section 6-8.2 of the
General Provisions that is or may likely make the Contractor “financially interested,” as provided
in Government Code Sections 1090 and 87100, in any decisions made by the City on any
matter in connection with which the Contractor has been retained pursuant to the Contract
Documents.
10-14 APPLICABLE LAW
The validity, interpretation, and performance of these Contract Documents shall be controlled by
and construed under the laws of the State of California, excluding California’s choice of law
rules. Venue for any such action relating to the Contract shall be in the Ventura County
Superior Court.
10-15 TIME
Time is of the essence in these Contract Documents.
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10-16 INDEPENDENT CONTRACTOR
The Contractor and Subcontractors shall at all times remain, as to the City, wholly independent
contractors. Neither the City nor any of its officials, officers, employees or agents shall have
control over the conduct of the Contractor, Subcontractors, or any of their officers, employees,
or agents, except as herein set forth, and the Contractor and Subcontractors are free to dispose
of all portions of their time and activities that they are not obligated to devote to the City in such
a manner and to such Persons that the Contractor or Subcontractors wish except as expressly
provided in these Contract Documents. The Contractor and Subcontractors shall have no
power to incur any debt, obligation, or liability on behalf of the City, bind the City in any manner,
or otherwise act on behalf of the City as agents. The Contractor and Subcontractors shall not,
at any time or in any manner, represent that they or any of their agents, servants or employees,
are in any manner agents, servants or employees of the City. The Contractor and
Subcontractors agree to pay all required taxes on amounts paid to them under the Contract, and
to indemnify and hold the City harmless from any and all taxes, assessments, penalties, and
interest asserted against the City by reason of the independent contractor relationship created
by the Contract Documents. The Contractor shall include this provision in all contracts with all
Subcontractors.
10-17 CONSTRUCTION
In the event of any asserted ambiguity in, or dispute regarding the interpretation of any matter
herein, the interpretation of these Contract Documents shall not be resolved by any rules of
interpretation providing for interpretation against the party who causes the uncertainty to exist or
against the party who drafted the Contract Documents or who drafted that portion of the
Contract Documents.
10-18 NON-WAIVER OF TERMS, RIGHTS AND REMEDIES
Waiver by either party of any one (1) or more of the conditions of performance under these
Contract Documents shall not be a waiver of any other condition of performance under these
Contract Documents. In no event shall the making by the City of any payment to the Contractor
constitute or be construed as a waiver by the City of any breach of covenant, or any default that
may then exist on the part of the Contractor, and the making of any such payment by the City
shall in no way impair or prejudice any right or remedy available to the City with regard to such
breach or default.
10-19 TERM
The Contract is effective as of the Effective Date listed, and shall remain in full force and effect
until the Contractor has fully rendered the services required by the Contract Documents or the
Contract has been otherwise terminated by the City. However, some provisions may survive
the term listed within this Section, as stated in those provisions.
10-20 NOTICE
Except as otherwise required by law, any notice or other communication authorized or required
by these Contract Documents shall be in writing and shall be deemed received on (a) the day of
delivery if delivered by hand or overnight courier service during the City’s regular business
hours or (b) on the third (3rd) business day following deposit in the United States mail, postage
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prepaid, to the addresses listed on the Contractor’s Bid and City Hall, or at such other address
as one party may notify the other.
10-21 SEVERABILITY
If any term or portion of these Contract Documents is held to be invalid, illegal, or otherwise
unenforceable by a court of competent jurisdiction, the remaining provisions of these Contract
Documents shall continue in full force and effect.
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APPENDIX I
Scope of Work
Tierra Rejada Streetscape Revitalization Final Phase
Moorpark, California
This is intended to be a general scope of work for the project. The scope of work does
not supersede information on the plans and drawings for the project. Any conflict
between this scope of work, the plans, drawings, or other contract documents, those
other documents will supersede this scope of work.
1. Bid Items 4 – 8: Provide all labor and materials, appliances, tools, equipment,
facilities, transportation and services necessary for and incidental to performing all
operations and improvements related to demolition, construction, irrigation, tree
planting, and shrub planting for items 4 - 8 on the bid proposal sheets, as detailed in
the Landscape Architectural Construction Documents for Tierra Rejada Street
Parkway and Median Improvements, incorporated herein as Appendix II.
Note: Demolition in the center median islands, (ref. Appendix II, sheets L-1.1 –
L1.11) has been completed, including removal of groundcover and shrubs and fine
grading. Contractor to remove any remaining weeds, tree suckers, trash and other
debris (sticks, pinecones, pine needles, etc.). Contractor to verify site conditions
prior to bid submission.
2. Bid Item 9: Provide all labor and materials, appliances, tools, equipment, facilities,
transportation and services necessary for and incidental to the construction of
standard driveway approaches at four (4) locations along the Tierra Rejada road,
spanning the median island (two (2) approaches per location, one on either side of
the median island). Driveway approaches to be constructed as detailed in Standard
Plans for Public Works Construction – Driveway Approaches, Type B design,
incorporated herein as Appendix III. Driveway approach width, identified as “W” on
the Type B design, shall be 5’ wide. Where necessary, driveway approaches on
opposite sides of the median island are to be connected across the median with
minimum 4” thick PCC. PCC shall be 5’ wide and align with driveway approach .
Contractor shall install and compact 6” crushed aggregate base under 4” thick PCC
and compact subgrade minimum 95%.Contractor shall remove and dispose of
existing soil as need to obtain 2% cross fall in both directions, with the high point
centered in the median island.
3. Bid Item 10: Provide all labor and materials, appliances, tools, equipment, facilities,
transportation and services necessary for and incidental to the demolition, removal
and disposal, form, and replacement of existing sidewalk areas as directed by the
City.
3.1. The existing concrete shall be sawcut full depth prior to excavation. In
locations where the curb and gutter were cast monolithically with the sidewalk,
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the sawcut shall extend to the full depth required to assure complete
separation of the curb from the sidewalk. Any concrete broken due to the
Contractor’s failure to comply with these requirements shall be removed and
replaced at the Contractor’s expense.
3.2. Where sidewalk is to be removed and replaced or constructed within the same
location that has been disturbed by tree roots, and where roots are found, the
base and soil shall be over excavated an additional 12 inches and any tree
roots removed. Any roots over 1” in diameter shall be inspected by City to
determine if cutting is desired. If cutting is approved, roots shall be cut cleanly
with clean, sharp pruning tools and not ripped.
3.3. The existing subgrade shall be compacted to 90% relative compaction. All
work shall comply with Section 300 of the Standard Specifications. Soil
sterilization shall be performed in accordance with Section 301-1.2 of the
Standard Specifications.
3.4. Concrete shall conform to Section 201 of the Standard Specifications and shall
be 4” thick Class 520-C-2500. Construction shall conform to Section 303 of
the Standard Specifications.
3.5. The Contractor shall provide all necessary construction surveying to construct
the improvements. The new concrete facilities shall be placed as marked by
the City. The line and grade of the replaced facilities shall conform to the
existing facilities.
3.6. Expansion joints shall be placed at the BCR and ECR in sidewalk and around
utility poles located in sidewalk areas. Weakened pane joints shall be
constructed at regular intervals not exceeding 10’.
3.7. Contractor shall protect work until the concrete has cured sufficiently to
prevent vandalism (graffiti inscriptions) to the finished work. Vandalized
concrete shall be removed and replaced at the Contractor's expense.
3.8. After curing has been completed and forms have been removed from the new
curb and gutter or sidewalk, the void between the new concrete and the
existing parkway shall be filled with clean native material and the entire
parkway left in a clean and orderly condition.
3.9. Where sidewalk replacement is over a drain pipe under the sidewalk and the
concrete cannot be maintained at 4” thick or more, number 3 rebar at 12” on
center each way shall be used at least two feet on both sides of the drain pipe.
3.10. Temporary provisions shall be made by the Contractor to assure the use of
sidewalks and the proper functioning of all gutters, catch basins, and other
drainage facilities.
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3.11. Payment for the various types of concrete improvements shall be paid for on a
unit price basis for each item, as enumerated in the bid proposal. The unit
cost of each item shall include all costs associated with the work including, but
not limited to, excavating; removal of roots; disposal of excavated materials;
crushed aggregate base as called for in the Standard Plans; forming; placing
and finishing concrete; and cleanup. Such payment shall be considered full
compensation for furnishing and maintaining all materials, labor, equipment,
and all incidentals necessary to complete the work in accordance with the
Standard Specifications and these Special Provisions.
4. Contractor shall complete all Work under the Contract within sixty (60) Working Days
from the Notice to Proceed. The Contractor shall not be allowed to begin any
construction activity at the site before the issuance of the Notice to Proceed.
Contractor shall do all Work, including placement and removal of traffic control,
between the hours of 9:00 a.m. and 3:00 p.m., Monday through Friday. No Work will
be allowed on Saturday, Sunday or City holidays.
5. All removed materials shall become the Contractor’s property and shall be removed
and disposed of legally off-site. All groundcover removal activities shall be in
accordance with City’s construction and demolition ordinance (see General
Provisions Sec. 7-15.1).
6. Contractor shall procure a no-fee encroachment permit for any lane closures on
Tierra Rejada Road required to facilitate the work (see Standard Encroachment
Permit Conditions - Appendix IV). Any work in the median islands will require at
minimum one lane closure adjacent to the median island. Traffic control is not to be
placed before 9:00 a.m., and must be removed no later than 3:00 p.m. each day.
The extent of traffic control may be limited to the area of work to be performed each
day. A phased traffic control plan, wet stamped and signed by a California
registered Civil Engineer, will be required. Traffic control must conform to the
California Manual on Uniform Control Devices (M.U.T.C.D.). All costs for traffic
control plans to be borne by the contractor. For more information regarding lane
closure requirements and obtaining the encroachment permit contact the Public
Works Department at (805) 517-6255.
7. It is Contractor’s responsibility to comply with all applicable storm water and urban
runoff permits, regulations, codes or laws. Contractor will be responsible for
implementing a Stormwater Pollution Prevention Plan (SWPPP) and completing and
maintaining all supporting documentation, as detailed in Appendix V. If there are
questions, Contractor may contact the NPDES Coordinator in the Public Works
Department at (805) 517-6257.
8. Limited space (approximately 1300 sq. ft.) will be made available for staging
equipment in a parking lot at Peach Hill Park, located at 13200 Peach Hill Road (see
Appendix VI). The staging area must remain fenced at all times. No obstruction to
parking lot traffic flow will be allowed. Storage of equipment, supplies and materials
at any other location shall only be allowed with prior written approval from the City.
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Contractor agrees to assume full responsibility for loss, theft, damage to its
equipment, supplies and any injury that may arise to any person resulting from the
use of designated City property for storage. Contractor also assumes full
responsibility for any and all damage to City property as a result of any Contractor
owned property stored on City property, whether storage is temporary or permanent.
Contractor acknowledges that the Indemnification in the Agreement document
applies to such storage.
9.Contractor will provide a competent English-speaking Superintendent to oversee the
complete project. The Superintendent shall be present at all times work is being
performed. The Superintendent shall have the authority to bind Contractor through
Superintendents acts. The Superintendent shall represent the Contractor;
communications given to the Superintendent shall be binding on the Contractor.
10.Contractor shall repair at his own expense, any damage, whether inside or outside
of the project limits, to utility systems, surface pavements, fixtures, structures, or
vegetation that is not specifically indicated to be removed. All damaged items shall
be repaired to their original condition, as acceptable to the City.
11. Contractor shall be responsible for all damages to persons or property that occur as
a result of its fault or negligence in the performance of this contract and shall be
responsible for the protection of the work site and storage site until final acceptance
by the City.
12. Contractor shall take all necessary precautions for the safety of workers on the
project and shall comply with all applicable federal, state, local and other safety
laws, standards, orders, rules, regulations, and building codes to prevent accidents
or injury to persons on, about, or adjacent to the premises where work is being
performed and to provide a safe and healthful place of employment.
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AP PENDIX II
LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR
TIERRA REJADA STREET PARKWAY AND MEDIAN IMPROVEMENTS
APPENDIX II: LANDSCAPE ARCHITECTURAL
CONSTRUCTION DOCUMENTS FOR TIERRA REJADA
STREET PARKWAY AND MEDIAN IMPROVEMENTS IS
REPLACED IN ITS ENTIRETY BY ADDENDUM 1,
ATTACHMENT A (SEE ADDENDUM 1)
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APPENDIX III
Standard Plans for Public Works Construction – Driveway Approaches
& General Location Map
284
285
Peach Hill RdPeach Hill Rd Mountain Meadow DrMountain Meadow Dr Courtney LnCourtney Ln
Median Island Driveway Approach Location Map
Driveway Approach Locations: four (4) locations total, two approaches per location (one on either side of the median island, connected across the median as
detailed in Appendix I).*
*All locations identified on map are approximations intended for illustration purposes only. Final locations to be determined by City representative on site.
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APPENDIX IV
Standard Encroachment Permit Conditions
287
CITY OF MOORPARK
STANDARD ENCROACHMENT PERMIT CONDITIONS
Pursuant to Moorpark Municipal Code (Code) Section 1.04.150, Excerpts from Chapter 12.04 of the Code,
and City Engineer / Public Works Director Requirements.
PUBLIC SAFETY MEASURES:
1. In the conduct of the encroachment work, supplies and excavated materials shall be properly placed and the Permittee shall provide and maintain such safety
devices including but not limited to lights, barricades, signs, and guards as are necessary to protect the public. Any omission on the part of the City Engineer to
specify in the permit what safety devices shall be provided by or preventive action required of the Permittee shall not excuse the Permittee from complying with
all laws, regulations and ordinances relating to the protection of persons or property under the circumstances. If the City Engineer finds that suitable safeguards
are not being provided, he may provide, maintain, and relocate such safety devices or take such action as is deemed necessary, charging the Permittee in
accordance with the schedule of charges as adopted by the City Council.
2. A Permittee making any excavation or leaving any obstruction which could be a hazard to persons using the right of way shall provide and maintain warning
lights far enough away from the excavation or obstruction to give adequate warning to such persons, and at not more than fifty (50) foot intervals along the
excavation or obstruction, from one-half (1/2) hour before sunset of each day to one-half (1/2) hour after sunrise the next day, until the work is completed and
the right of way made safe for use.
3. All safety devices shall conform to the requirements of the Manual of Traffic Control Devices, and the California Vehicle Code, so far as such laws, regulations
and manuals are applicable.
CLEANUP, BACKFILLING AND COMPACTION CODE CONDITIONS:
4. Restoration of Right-Of-Way - Upon completion of the encroachment work authorized by a permit, the Permittee shall restore the right of way, including
bridges and any other structure thereon, by replacing, repairing, or rebuilding it in accordance with the specifications or any special requirement but not less
than to its original condition before the encroachment work was commenced. The Permittee shall remove all obstructions, materials, and debris upon the right
of way and shall do any other work necessary to restore the right of way to a safe and usable condition, as directed by the City Engineer. Where excavation
occurs within areas already paved, the City Engineer may require temporary paving to be installed within twenty-four (24) hours after the excavated area is
backfilled. In the event that the Permittee fails to act promptly to restore the right of way as provided herein, or should the nature of any damage to the right of
way require restoration before the Permittee can be notified or can respond to notification, the City Engineer may, at his option, make the necessary
restoration. The Permittee shall reimburse the City in accordance with the schedule of charges as adopted by the City Council.
5. Cleanup After Completion - Immediately after completion of the work, the Permittee shall cleanup and remove all digalert marks, materials, earth and debris of
any kind. If the Permittee fails within 24 hours after having been notified to do so by the City Engineer, the work may be done by the City Engineer and the
Permittee charged in accordance with the schedule of charges adopted by the City Council. When a pole, guy-stub or similar timber is removed and not
replaced, the entire length thereof shall be removed from the ground and the hole backfilled and compacted.
6. Backfilling and Compaction - Backfilling and compaction of an excavation shall be in accordance with standards established by the City Engineer and adopted by
resolution of the City Council, both as to material and method. Backfilling shall commence with forty-eight (48) hours after work in a trench is completed.
PROTECTION AND REPAIR OF EXISTING FACILITIES CODE CONDITION:
7. The Permittee shall support and protect all wires, cables, pipes, conduits, poles, and other apparatus, both aerial and underground, by a method satisfactory to
the owner. The owner has the right to support or protect any of its facilities at the sole expense of the Permittee. In case of any said wires, cables, pipes,
conduits, poles or apparatus should be damaged (and for this purpose, pipe coating or other encasement of devices are considered as part of the structure),
they may be repaired by the owner at the expense of the Permittee, or, if authorized by the owner, may be repaired by the Permittee under the supervision of
the owner. The expense of repairs to any damaged facilities shall be borne by the Permittee.
TRAFFIC CONDITIONS:
8. Vehicular and pedestrian traffic on all streets shall be permitted to pass through the work area with as little inconvenience as possible, but at no time shall the
roads be closed.
9. Flaggers shall be used on all streets where the traffic is restricted to less than two traffic lanes.
10. Maintaining of vehicular traffic through the work area shall conform to Standard Land Development Specifications Section 7-10 “Public Convenience and
Safety”. (Green Book Section 7-10)
11. All improvements within the road right of way which include road signs, road striping, road symbols, etc., which were damaged removed, or obliterated as a
result of the Permittees work shall be repaired and/or replaced. Repairs and replacements shall be equal to or better than the existing improvements and shall
match them in finish and dimensions.
12. At the end of each work day, all roads shall be restored to two-way traffic. The road surface shall be brought to a smooth, even condition free of humps and
depressions, satisfactory for use by the monitoring public.
13. Detours shall be in accordance with Caltrans Traffic Manual, Chapter 5, and shall be approved by the City Engineer. Applications, including plans, shall be
submitted to the City Engineer three weeks before the anticipated date of the detour. Permittee shall continually maintain the permitted work, trenches,
backfill, paving and all other road facilities affected by this permit.
ADDITIONAL REQUIREMENTS:
14. All work authorized by this permit shall be performed in accordance with the conditions and requirements of the Municipal Code, Ventura County Code,
Ventura Countywide Stormwater Quality Management Program (VSQMP), National Pollutant Discharge Elimination System (NPDES) permit CAS004002, and all
State and Federal requirements, including those pertaining to the Clean Water Act.
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15. CALL FOR INSPECTION PRIOR TO PLACING CONCRETE.
16. All Contractors and Subcontractors shall obtain City Business Registration Permit.
17. Protect in place all survey monuments. If any survey monuments will be affected by the work, a California licensed land surveyor or licensed civil engineer
legally authorized to practice land surveying is required to re-establish the affected monuments, at the Permittee's expense, prior to work, and a corner record
or record of survey shall be filed with County Surveyor (California Business & Professions Code Section 8771.
18. Dig Alert (Underground Service Alert, Dial 811) is to be called for proposed excavation, following the procedures in California Government Code beginning at
§4216. A USA number must be obtained before the issuance of the City Permit. The work is not to be called in until the Permit is ready for issuance. All layout
and utility markings are to be removed from concrete and decorative surfaces in order to finalize/close the permit.
19. Work hours are 9:00 AM to 3:00 PM, Monday through Friday unless shown otherwise on the approved permit. No work on City Holidays. Notify the City 24
hours in advance of the start of work and every day an inspection will be required at (805) 517-6362. A copy of the complete permit and attachments must be
on site at all times. Solid waste must be handled by either Waste Management (805) 522-9400, or Moorpark Rubbish Disposal (805) 526-1919, the City's
exclusive franchised haulers. No storage or stockpiling of material is to occur in the right of way.
INDEMNIFICATION AND HOLD HARMLESS:
20. Permittee shall indemnify, defend, and hold harmless City, its officers, employees, and agents (Indemnitees) from any and all losses, costs, expenses, claims,
liabilities, actions, or damages; including liability for injuries to any person or persons or damage to property arising at any time during and/or arising out of or in
any way connected with Permittee's authorized activities under the terms of this permit unless solely caused by the gross negligence or willful misconduct of
City, its officers, employees, or agents.
21. It is expressly understood and agreed between the parties to this Permit that this is an agreement and permit for access to and for certain events to occur or
work to take place on City property. This Agreement and permit is not a construction contract or an agreement for design professional services, as those terms
are defined or used under Title 12 of the California Civil Code (§§ 2772 et. seq.).
22. City does not and shall not waive any rights that it may have against Permittee by reason of this Section, because of the acceptance by City, or the deposit with
City, of any insurance policy or certificate required pursuant to this Permit. The hold harmless and indemnification provisions shall apply regardless of whether
or not said insurance policies are determined to be applicable to any losses, liabilities, damages, costs, and expenses described in this Section.
INSURANCE:
23. Permittee shall maintain and provide commercial general liability insurance, with coverage at least as broad as Insurance Services Office for CG 00 01, in an
amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include
coverage for contractual liability that has not been amended. Any endorsement restricting standard ISO "insured contract" language, will not be accepted. Any
insurance proceeds available to Permittee in excess of the minimum limits and coverage set forth in this Permit, and which is applicable to a given loss or claim,
shall be deemed by this Permit to be applicable to the City. A certificate of insurance evidencing this coverage shall be provided to the City prior to the start of
any work under this Encroachment Permit.
24. The City is to be named as an additional insured with an endorsement in favor of the City.
25. Coverage provided by Permittee shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it.
The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall
contain, or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of City before the
City's own insurance, or self-insurance shall be called upon to protect it as a named insured.
26. A severability of interests provision must apply for all additional insureds, ensuring that Permittee's insurance shall apply separately to each insured against
whom claim is made or suit is brought, except with respect to the insurer's limits of liability. The policy(ies) shall not contain any cross-liability exclusions.
27. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been
first submitted to City and approved in writing.
28. If Permittee maintains higher limits than the minimums shown above, City requires and shall be entitled to coverage for the higher limits maintained by
Permittee. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.
29. Permittee must also maintain worker's compensation insurance as required by applicable laws.
DUTY TO DEFEND:
30. As an express and material term of City's issuance of this Permit, Permittee agrees to defend, at its sole expense, the indemnitees from and against any and all
claims arising out of or related to the permitted encroachment. Permittee's duty to defend shall apply immediately upon demand from the indemnitees for any
injury or death to persons or damage to property occasioned by reason of or arising out of the acts or omissions of the City, its officers, employees and/or
agents and the acts or omissions of Permittee, his/her/its agents, employees, contractors and subcontractors an/or any other person or entity performing work
authorized by this permit.
31. In the event of any controversy, claim or dispute arising out of or relating to this Permit or the violation of any covenant contained herein, the prevailing party
shall be entitled to receive from the losing party reasonable expenses, including attorney's fees and costs.
December 2016
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APPENDIX V
STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
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Appendix V
City of Moorpark
Stormwater Pollution Control Plan
Over One Acre*
SWPCP No. ___________
(City Engineer/Public Works Director will assign # upon first review of SWPCP)
Project is (circle one): Public1 Private
Project Name:
Project Number:
Project Location:
Capital Improvement Project No.:2
Project Contractor Responsible for
SWPCP Implementation:
Name/Phone Number
Start Date:
Completion Date:
SWPCP Prepared by:
Name and Title:
Company Name:
Phone Number
Date:
*This SWPCP is required for all projects that disturb more than one acre of soil, but
have been determined to not be applicable to the State General Construction
NPDES Permit.
One Acre equals 43,560 square feet.
1 Public refers to the City of Moorpark, not other public agencies. 2 A CIP number is assigned to Public projects administered by the City of Moorpark.
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Stormwater Pollution Control Plan for Projects Over One Acre
Page 2 of 11
REQUIREMENTS FOR A
STORMWATER POLLUTION CONTROL PLAN
Prior to the issuance of a notice to proceed, contractor shall prepare and submit a
Stormwater Pollution Control Plan (SWPCP), on the form provided herein, for the review
and approval of the City Engineer/Public Works Director or his designee.
The purpose of the SWPCP is to identify potential pollutant sources that may affect the
quality of discharges and to design the use and placement of Best Management
Practices (BMPs) to effectively prohibit the entry of pollutants from the maintenance site
into the storm drain system during landscaping activities. Erosion and sediment source
control BMPs should be considered for both active and inactive (previously disturbed)
areas. BMPs for wind erosion and dust control are also included. The SWPCP may
require modification as the project progresses and as conditions warrant.
The SWPCP shall be developed and implemented in accordance with the Ventura
Countywide Stormwater Quality Management Program, National Pollutant Discharge
Elimination System (NPDES) Permit No. CAS004002 (Order R4-2010-0108), and any
other requirements established by the City of Moorpark.
The applicant/owner is responsible for ensuring that all project contractors and
subcontractors implement all applicable BMPs.
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Stormwater Pollution Control Plan for Projects Over One Acre
Page 3 of 11
STORMWATER POLLUTION CONTROL PLAN
Definitions:
SWPCP - Stormwater Pollution Control Plan
BMP - Best Management Practice
The SWPCP and BMP references are from the California BMP Handbook, Construction,
January 2003; and the Caltrans Stormwater Quality Handbook – Construction Site BMP
Manual, March 2003.
Responsible Party Information
Project Owner/Developer:
Mailing Address:
City:
State:
Zip:
Phone:
Contractor Information
Contractor :
Mailing Address:
City:
State:
Zip:
Phone:
Contractor’s Authorized
Representative:
Phone:
Estimated Start Date:
Estimated Completion Date:
293
Stormwater Pollution Control Plan for Projects Over One Acre
Page 4 of 11
Site Map Requirements
In addition to proposed plans, provide the following information, if applicable.
Parcel Size = __________ square feet (one acre equals 43,560 square feet).
Boundary of site: area = __________ square feet.
Existing paved areas and buildings.
Areas of existing vegetation to be protected/preserved.
Areas where it is known that toxic materials have been stored, disposed, spilled,
or leaked onto the construction site.
Affected water courses, lakes, wetlands, springs, and wells.
Watershed boundary of offsite areas that drain into site.
Boundary of drainage area where stormwater leaves property.
Areas of soil disturbance and locations of potential soil erosion areas requiring
BMPs during project.
Areas of cut and fill.
Locations of existing storm drain facilities.
Types and locations of stormwater structures, controls, and/or BMPs that will be built/utilized to
control stormwater pollution during project. Provide a brief description of BMPs selected and, if
appropriate, attach modified fact sheets or additional information.
Material storage areas.
Temporary stockpile and waste storage areas.
Vehicle storage and service areas.
The above information should be updated as needed to meet evolving construction
conditions.
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Stormwater Pollution Control Plan for Projects Over One Acre
Page 5 of 11
Inventory of Contractor’s Activities and Special Conditions
1.Describe materials, equipment, and vehicles that will be used onsite.
2.Describe the existing soil and source description of fill material (reference or
attach soils report).
3.Provide a description of special site conditions that may contribute pollutants to
all discharges and how they are to be controlled.
4.Describe stormwater structures/controls on the site prior to beginning the project
and how these structures/controls will be integrated into the SWPCP to reduce
sediment and other pollutants in all discharges.
5.Provide the sequence for implementation or installation or proposed BMPs.
6.List waters, other than stormwater, which will flow from the site during dry
weather, the approximate amount of flow, and methods for preventing or treating
these dry weather flows.
Attach sheets if additional space is required.
295
Stormwater Pollution Control Plan for Projects Over One Acre
Page 6 of 11
Monitoring, Inspection, and Maintenance Requirements
1. Implement maintenance/repair efforts to ensure that the required BMPs are in
good and effective condition. (A maintenance/repai
2. Before start of project and during contract annually train all site personnel
responsible for installing, inspecting, and maintaining BMPs: (Training
tachment 2.
Contractor must forward copy of training record to the City Engineer/Public
Works Director.
3. Keep records and document on Inspection form (Attachment 1):
annual inspection
pre-storm inspection
post-storm inspection
296
Stormwater Pollution Control Plan for Projects Over One Acre
Page 7 of 11
Best Management Practices - BMPs
Complete the following charts. The BMPs listed may be used if applicable or adequate.
Additional BMPs may apply. Please do not attach the BMP Fact Sheets referenced from the
CASQA or Caltrans BMP Handbooks to the City’s copy of the SWPCP; however, the BMP Fact
Sheets must be attached to the SWPCP that is kept at the project site. BMPs can be
downloaded from the CASQA website www.casqa.org or Caltrans website
http://www.caltrans.ca.gov.
CASQA or Caltrans BMPs Selected – Noted
by Ref. ID from the BMP Handbooks
Use BMP
(If no, state reason) Yes No
Erosion Control BMPs
EC-1 or
SS-1 Scheduling
EC-2 or
SS-2
Preservation of Existing
Vegetation
EC-3 or
SS-3 Hydraulic Mulch
EC-4 or
SS-4 Hydroseeding
EC-5 or
SS-5 Soil Binders
EC-6 or
SS-6 Straw Mulch
EC-7 or
SS-7 Geotextiles and Mats
EC-8 or
SS-8 Wood Mulch
Sediment Control BMPs
SE-1 or
SC-1 Silt Fence
SE-5 or
SC-5 Fiber Rolls
SE-6 or
SC-6 Gravel Bag Berm
SE-7 or
SC-7 Street Sweeping and/or Vacuum
SE-8 or
SC-8 Sandbag Barrier
SE-10 or
SC-10 Strom Drain Inlet Protection
TC-1 Stabilized Construction
Entrance/Exit
Additional Controls
WE-1 Wind Erosion Controls
BMPs
TC-1
Stabilized Construction
Entrance/Exit
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Stormwater Pollution Control Plan for Projects Over One Acre
Page 8 of 11
CASQA or Caltrans BMPs Selected – Noted
by Ref. ID from the BMP Handbooks
Use BMP
(If no, state reason) Yes No
TC-2
Stabilized Construction
Roadway
TC-3 Entrance/Exit Tire Wash
Non-Stormwater Management
NS-1 Water Conservation Practices
NS-2 Dewatering Operations
NS-8 Vehicle and Equipment Washing
NS-9 Vehicle and Equipment Fueling
Waste Management
WM-1 Material Delivery & Storage
WM-3 Stockpile Management
WM-4 Spill Prevention & Control
WM-5 Solid Waste Management
WM-8 Concrete Waste Management
WM-9 Sanitary/Septic Waste Mgmt.
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Stormwater Pollution Control Plan for Projects Over One Acre
Page 9 of 11
CERTIFICATION
Contractor
As the Contractor of record, I have selected appropriate BMPs to effectively minimize
the negative impacts of this project’s activities on stormwater quality. The project owner
is aware that the selected BMPs must be installed, monitored, and maintained to ensure
their effectiveness. The BMPs not selected for implementation are redundant or
deemed not applicable to the proposed activity.
Name: Title:
Signature: Date:
REVIEWED BY CITY:
Name: Title:
Signature: Date:
Acceptance or approval of this Stormwater Pollution Control Plan in no way precludes
the authority of the agency to require modification to the plan as conditions warrant nor
does the agency take responsibility for performance of BMPs provided for in the plan.
299
Stormwater Pollution Control Plan for Projects Over One Acre
Page 10 of 11
ATTACHMENT 1 TO SWPCP
SITE INSPECTION CHECKLIST
Contractor shall complete this checklist and keep a copy with the SWPCP a minimum of:
Monthly during nonrainy season (April 16 through September 30)
Weekly during rainy season (Oct. 1 through April 15)
Before, during and after a significant rain event (.25” or greater)
DATE OF INSPECTION: _________________________
Project Name:___________________________Contractor:_____________________
Weather Conditions during inspection:____________________________________
Item
Compliance
Accomplished
YES NO N/A
Date Completed
1 Is the site entrance stabilization adequate?
2 Are equipment/vehicles parked in designated areas and
free from significant leaks? Are drip pans present as
needed?
3 Are maintenance areas free from stains on the soil?
4 Are all materials stored in bins or covered in plastic and
protected from stormwater?
5 Is construction waste being disposed of in proper trash
containers?
6 Are concrete washout stations present and being utilized
and maintained?
7 Is fugitive dust being controlled and water being used as
needed?
8 Are catch basins, drainage channels, drain inlets/outlets
being protected?
9 Are erosion control measures (BMPs) identified in
SWPCP in place and effective?
10 Are sediment control measures (BMPs) identified in
SWPCP in place and effective?
Comments:__________________________________________________________________________
____________________________________________________________________________________
I certify under penalty of law that this inspection is true, and I or a qualified assigned
person has performed the required inspection as stated in the SWPCP.
________________________________ ___________________________________
Inspector Signature Contractor Signature
300
Stormwater Pollution Control Plan for Projects Over One Acre
Page 11 of 11
ATTACHMENT 2 TO SWPCP
TRAINED CONTRACTOR PERSONNEL LOG
Employees and subcontractors must be trained on the SWPCP prior to start of
the project and annually thereafter. Contractor shall keep original training logs in
the SWPCP and forward a copy to the City Engineer/Public Works Director.
Stormwater Management Training Log
Project Name:
Project Number/Location:
Stormwater Management Topic: (check as appropriate)
Erosion Control Sediment Control
Wind Erosion Control Tracking Control
Non-stormwater management Waste Management and Materials Pollution Control
Stormwater Sampling
Specific Training Objective:
Location: Date:
Instructor: Telephone:
Course Length (hours):
Attendee Roster (attach additional forms if necessary)
Name Company Phone
COMMENTS:
301
Appendix VI
82000-0016\1919347v1.doc Richards, Watson & Gershon - 2016
APPENDIX VI
Staging Area
Staging area to be located in the Peach Hill Road parking lot for Peach Hill Park
(13200 Peach Hill Road)
Space limited to that shown on map above (approximately 1300 sq. ft.)
Staging area must remain fenced at all times.
No obstruction to parking lot traffic flow allowed.
Peach Hill Park
Available
Staging Area
To Tierra Rejada Road
(approx. 0.2 mile)
302
82000-0016\1800815v1.doc Appendix VII Richards, Watson & Gershon -2015
APPENDIX VII
CITY HOLIDAYS – 2018
Monday, January 1: New Year’s Day Observed
Monday, January 15: Martin Luther King, Jr. Day
Monday, February 19: Presidents Day
Friday, March 30: Cesar Chavez Day
Monday, May 28: Memorial Day
Wednesday, July 4: 4th of July
Monday, September 3: Labor Day
Monday, November 12: Veterans Day Observed
Thursday, November 22: Thanksgiving Day
Friday, November 23: Extended Thanksgiving Holiday
Monday, December 24: Extended Christmas Holiday
Tuesday, December 25: Christmas Day
Monday, December 31: Extended New Year’s Holiday
303
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1TITLESHEETRLSTIERRA REJADA STREETPARKWAY AND MEDIAN IMPROVEMENTSSTREETSCAPE REVITALIZATIONMOORPARK, CAABBREVIATIONS:SHEET INDEX:T-1L-1.1L-1.2L-1.3L-1.4L-1.5L-1.6L-1.7L-1.8L-1.9L-1.10L-1.11L-2.1L-2.2L-2.3L-2.4L-2.5L-2.6L-2.7L-2.8L-2.9L-2.10L-2.11L-2.12L-3.1L-3.2L-3.3L-3.4L-3.5L-3.6TITLE SHEETDEMOLITION PLAN 1DEMOLITION PLAN 2DEMOLITION PLAN 3DEMOLITION PLAN 4DEMOLITION PLAN 5DEMOLITION PLAN 6DEMOLITION PLAN 7DEMOLITION PLAN 8DEMOLITION PLAN 9DEMOLITION PLAN 10DEMOLITION PLAN 11CONSTRUCTION PLAN 1CONSTRUCTION PLAN 2CONSTRUCTION PLAN 3CONSTRUCTION PLAN 4CONSTRUCTION PLAN 5CONSTRUCTION PLAN 6CONSTRUCTION PLAN 7CONSTRUCTION PLAN 8CONSTRUCTION PLAN 9CONSTRUCTION PLAN 10CONSTRUCTION PLAN 11CONSTRUCTION DETAILSIRRIGATION PLAN 1IRRIGATION PLAN 2IRRIGATION PLAN 3IRRIGATION PLAN 4IRRIGATION PLAN 5IRRIGATION PLAN 6123456789101112131415161718192021222324252627282930SHEET KEY MAP:ARCHITERRA DESIGN GROUP HEREBY CERTIFIES THAT THE DESIGN, DETAILS AND SPECIFICATIONS ASREPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE ARCHITECTURAL STANDARDS. ARCHITERRA DESIGNGROUP CANNOT GUARANTEE THE QUALITY OF CONSTRUCTION, INSTALLATION OR MAINTENANCE OFIMPROVEMENTS AS DESIGNED AND/OR SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY RESULTINGFROM DEVIATIONS. ARCHITERRA DESIGN GROUP IS NOT RESPONSIBLE FOR THE AMOUNT OR FREQUENCY OFIRRIGATION WATER APPLIED TO THE PROJECT DURING CONSTRUCTION OR THEREAFTER.FIRST SUBMITTAL: 04/27/18 (CITY REVIEW)SECOND SUBMITTAL: 05/09/18 (BID SET)THIRD SUBMITTAL:FOURTH SUBMITTAL:ARCHITERRA DESIGN GROUP, INC.LANDSCAPE ARCHITECTURESITE PLANNING10221-A TRADEMARK STREETRANCHO CUCAMONGA, CALIFORNIA 91730TEL.: (909) 484-2800 FAX: (909) 484-2802CONTACT: RYAN SKOLNYEMAIL: RSKOLNY@ARCHITERRADESIGNGROUP.COMERRORS AND OMMISSIONS:CLIENT:SUBMITTALS:L.A. SEAL:LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTSFORREVISIONS:PREPARED BY:NO. SHEET TITLEA.B.Anchor BoltA.C.Asphaltic ConcreteAdj.AdjacentAlt.AlternateArch.ArchitectAuto.AutomaticBldg.BuildingBlk.BlackB.M.Bench MarkB.S.Bottom of StepsC.B.Catch BasinC.F.Cubic FootC.I.Cast IronC.I.P.Cast In PlaceC.J.Cold JointC.L.Center LineClr.ClearanceC.O.Clean OutC.M.U. Concrete Masonry UnitComp. CompactedConc.ConcreteCond.ConditionCont.ContinuousCt.CenterCtr. Sink Counter SinkD.D.Deck DrainD.F.Douglas FirD.G.Decomposed GraniteDia.DiameterDim.DimensionDtl.DetailEa.EachE.J.Expansion JointElec.ElectricEng.EngineerEsp.EspalierEq.EqualE.W.Each WayE.W.W.M. Electric Welded Wire MeshEx.ExistingExp.ExposedF.F.E.Finished Floor ElevationF.G.Finish GradeF.H.Fire HydrantFin.FinishF.L.Flow LineFlt.FlatF.S.Finish SurfaceFtg.FootingFtn.FountainGa.GaugeGalv.GalvanizedG.C.GroundcoverG.I.Galvanized IronG.P.H. Gallons Per HourG.P.M. Gallons Per MinuteH.B.Hose BibHdr. Brd. Header BoardHoriz. HorizontalH.P.High PointHgt.HeightI.D.Inside DiameterINV.InvertInt.IntegralJ. BoxJunction BoxJts.JointsL.A.Landscape ArchitectLic.LicensedL.P.Low PointMax.MaximumM.B.Machine BoltMech.MechanicalMed.MediumMin.MinimumM.H.ManholeM.P.R. Match Precipitation RateMulti.MultipleNat.NaturalN.T.S.Not To ScaleO.C.On CenterO.D.Outside DiameterP.A.Planter AreaP.C.Point of CurvatureP.C.C. Point of Compound CurvatureP.R.C. Point of Reverse CurvaturePerf.PerforatedP.O.C. Point of ConnectionP.L.Property LineP.S.I.Pounds Per Square InchP.T.Pressure TreatedP.V.C.Poly Vinyl ChlorideR.RadiusR.C.P. Reinforced Concrete PipeRebar. Reinforcing BarRef.ReferenceReq’d.RequiredRet.RetardantRgh.RoughR.S.Rough SawnR.S.R. Rough Sawn RedwoodRwd.RedwoodR.W.Recycled WaterSch.ScheduleS.F.Square FootSht.SheetSht. Mtl. Sheet MetalSim.SimilarS.L.Score LineSmth.SmoothSpecs. SpecificationsSpp.SpeciesSq.Square2STA.StationStl.SteelSTD.StandardT.A.D.Top Area of DrainT. & B. Top and BottomT.B.Top of BermT.C.Top of CurbTex.Texture(d)T.G.Top of GrateT.G.D. Top of Grate DrainThk.ThickT.P.Top of PavingT.P.C.Top of Pool CopingT.S.Top of StepsT.W.Top of WallTwl.TrowelTyp.TypicalUV.R.Ultraviolet RadiationVert.VerticalW/WithW/OWithoutW.P.C. Water Pressure CompensatingW.Q.Water Surface(#)Number / QuantityABBREVIATION NOTES:A. ABBREVIATIONS MAY BE SHOWN ASEITHER UPPERCASE AND/OR LOWERCASEON PLANS, AND WITH OR WITHOUTPERIODS.B. TO SHOW QUANTITIES IN THESE DOCUMENTS THE CONVENTION OF SHOWING THE NUMBER IN PARENTHESISIS USED. EXAMPLE: 'TWO TONS' MAY BESHOWN AS '(2) TONS.'N.T.S.NORTH
05-09-18VICINITY MAP:DATUM BENCH MARK: 37-2 RM-1 (VCPID 1231) BRASS DISK AT THE SE CORNER OF THE INTERSECTION OFROBERTS AVE. AND SPRING ROAD, 3.0 FT SOUTHERLY FROM THE B.C. IN THE TOP OF A CONCRETE CURB. BMELEV: 528.240, NAVD 1988. PROJECT BENCH MARK (TBM): MOST NORTHERLY POINT OF A SSMH RIM, 188 FEETWESTERLY FROM THE INTERSECTION OF SECOND STREET AND BARD STREET, LOCATED AT THEINTERSECTION OF SECOND STREET AND N/S ALLEY EASEMENT. TBM ELEV: 517.17 N. RIMMAP GRID BASED ON ASSUMED COORDINATE SYSTEM WITH THE BASIS OF BEARING BEING N89°58'30"E ASREFERENCED TO THE CENTER LINE OF SECOND STREET PER VISTA VERDE TRACT NO. 3 (26MR73) RECORDEDIN THE COUNTY OF VENTURA.THE PROJECT BOUNDARY DELINEATED HEREON, IS COMPILED FROM RECORD DATA ONLY, AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OR RECORD OF SURVEY.RECOVERED BOUNDARY MONUMENTS ARE REFERENCED AS FIELD TIES ONLY.BENCH MARK:BASIS OF BEARINGS:UTILITY HOLDERS:MAP NOTES:VENTURA COUNTY WATERWORKS DISTRICT NO. 1 SEWER: 6767 Spring Road Moorpark, CA 93021 PH: (805) 378-3026VENTURA COUNTY WATERWORKS DISTRICT NO. 1 WATER: 6767 Spring Road Moorpark, CA 93021 PH: (805) 378-3026THE GAS COMPANY GAS: P.O. BOX 2300 CHATSWORTH, CA 91313-2300 PH: (800) 427-2200PACIFIC BELL TELEPHONE: 2130 WARD AVE., ROOM 124 SIMI VALLEY, CA. 93065 (805) 583-6640SOUTHERN CALIFORNIA EDISON ELECTRIC: 3589 FOOTHILL DR. THOUSAND OAKS, CA 91361 PH: (805) 494-7066TIME WARNER CABLE CABLE TV: 485 EASY ST., UNIT E SIMI VALLEY, CA. 93065 PH: (805) 526-3186CITY OF MOORPARKPARKS AND RECREATION799 MOORPARK AVENUEMOORPARK, CA 93021TEL: (807) 517-63585CONTACT: JEREMY LAURENTOWSKIPARKS AND RECREATION DIRECTORL-3.7L-3.8L-3.9L-3.10L-3.11L-3.12L-3.13L-3.14L-3.15L-3.16L-3.17L-4.1L-4.2L-4.3L-4.4L-4.5L-4.6L-4.7L-4.8L-4.9L-4.10L-4.11L-4.12L-4.13L-4.14L-4.15L-4.16L-4.17L-4.18IRRIGATION PLAN 7IRRIGATION PLAN 8IRRIGATION PLAN 9IRRIGATION PLAN 10IRRIGATION PLAN 11IRRIGATION DETAILS 1IRRIGATION DETAILS 2IRRIGATION DETAILS 3IRRIGATION DETAILS 4IRRIGATION DETAILS 5IRRIGATION DETAILS 6TREE PLANTING PLAN 1TREE PLANTING PLAN 2TREE PLANTING PLAN 3TREE PLANTING PLAN 4TREE PLANTING PLAN 5TREE PLANTING PLAN 6TREE PLANTING PLAN 7TREE PLANTING PLAN 8TREE PLANTING PLAN 9TREE PLANTING PLAN 10TREE PLANTING PLAN 11SHRUB PLANTING PLAN 1SHRUB PLANTING PLAN 2SHRUB PLANTING PLAN 3SHRUB PLANTING PLAN 4SHRUB PLANTING PLAN 5SHRUB PLANTING PLAN 6SHRUB PLANTING PLAN 73132333435363738394041424344454647484950515253545556575859NO. SHEET TITLET-1Know what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZEL-4.19L-4.20L-4.21L-4.22L-4.23L-5.1L-5.2L-5.3SHRUB PLANTING PLAN 8SHRUB PLANTING PLAN 9SHRUB PLANTING PLAN 10SHRUB PLANTING PLAN 11PLANTING DETAILSCONSTRUCTION SPECIFICATIONSIRRIGATION SPECIFICATIONSPLANTING SPECIFICATIONS6061626364656667NO. SHEET TITLE
TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH SEE SHEETS L-1.1SEE SHEETS L-1.2SEE SHEETS L-1.3SEE SHEETS L-1.4SEE SHEETS L-1.5SEE SHEETS L-1.6SEE SHEETS L-1.7SEE SHEETS L-1.8SEE SHEETS L-1.9SEE SHEETS L-1.11SEE SHEETS L-1.10PLAN CROSS REFERENCES:CORRESPONDING SHEETS FOR L-1.1 ARE 2.1, 3.1, 4.1, & 4.12CORRESPONDING SHEETS FOR L-1.2 ARE 2.2, 3.2, 4.2, & 4.13CORRESPONDING SHEETS FOR L-1.3 ARE 2.3, 3.3, 4.3, & 4.14CORRESPONDING SHEETS FOR L-1.4 ARE 2.4, 3.4, 4.4, & 4.15CORRESPONDING SHEETS FOR L-1.5 ARE 2.5, 3.5, 4.5, & 4.16CORRESPONDING SHEETS FOR L-1.6 ARE 2.6, 3.6, 4.6, & 4.17CORRESPONDING SHEETS FOR L-1.7 ARE 2.7, 3.7, 4.7, & 4.18CORRESPONDING SHEETS FOR L-1.8 ARE 2.8, 3.8, 4.8, & 4.19CORRESPONDING SHEETS FOR L-1.9 ARE 2.9, 3.9, 4.9, & 4.20CORRESPONDING SHEETS FOR L-1.10 ARE 2.10, 3.10, 4.19, & 4.21CORRESPONDING SHEETS FOR L-1.11 ARE 2.11, 3.11, 4.11, & 4.221 09/19/18 PLANT CALLOUTS AND DOUBLE LABELED PENSTEMON CORRECTED2 09/20/18 IRRIGATION CALLOUTS, UVR LINES CLARITY, & CAREX PLANT SIZE308
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LIMIT OF WORKLIMIT OF WORKE17 EXISTING IRRIGATION CONTROLLER, PROTECT IN PLACE.
E18 EXISTING METER, PROTECT IN PLACE.
E19 EXISTING ELECTRIC PEDESTAL, PROTECT IN PLACE.
E20 EXISTING BACK FLOW DEVICE, PROTECT IN PLACE.
E21 EXISTING FLOW SENSOR, PROTECT IN PLACE.
REFERENCES BY OTHERS:
R1 EXISTING PILASTER w/ STONE VENEER AND EXPOSED BRICK, PROTECT IN PLACE.
R2 EXISTING WALLS, PROTECT IN PLACE.
R3 EXISTING STAMPED CONCRETE w/ RED PAVER PATTERN, PROTECT IN PLACE.
R4 EXISTING UTILITIES, PROTECT IN PLACE.
R5 EXISTING POLE MOUNT STREET LIGHTS, PROTECT IN PLACE.
R6 EXISTING VALVE LOCATIONS. RETROFIT PER IRRIGATION PLAN.
R7 EXISTING STREET SIGN, PROTECT IN PLACE.
R8 EXISTING FENCE, PROTECT IN PLACE.
R9 EXISTING CITY SIDEWALK, PROTECT IN PLACE.
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DEMOLITION LEGEND:
DEMOLITION CALLOUTS:
1 REMOVE EXISTING ALNUS RHOMBIFOLIA TREES.
2 REMOVE EXISTING BETULA NIGRA TREES.
3 REMOVE EXISTING PLANTANUS ACERIFOLIA TREES.
4 REMOVE EXISTING BETULA PENDULA TREES.
5 REMOVE EXISTING TREE STUMP.
6 REMOVE AND GRUB GROUNDCOVER AND SHRUBS, SPRAY AND KILL
GROUNDCOVER AND WEEDS. SEE DETAIL C, SHEET L-2.12.
7 MODIFY EXISTING TREE WELL AND REMOVE ALL SHRUBS, SAW CUT AND REMOVE
CONCRETE TO EXPAND PLANTER AREA. SEE DETAIL B, SHEET L-2.12.
8 REMOVE EXISTING CERCIS OCCIDENTALIS TREE.
9 REMOVE EXISTING CERCIS OCCIDENTALIS TREE.
EXISTING TO REMAIN:
E1 EXISTING ALNUS RHOMBIFOLIA, PROTECT IN PLACE.
E2 EXISTING BETULA NIGRA, PROTECT IN PLACE.
E3 EXISTING CEDRUS DEODARA, PROTECT IN PLACE.
E4 EXISTING PLANTANUS ACERIFOLIA TREES, PROTECT IN PLACE.
E5 EXISTING PINUS HALEPENSIS TREES, PROTECT IN PLACE.
E6 EXISTING PLATANUS RACEMOSA TREES, PROTECT IN PLACE.
E7 EXISTING QUERCUS AGRIFOLIA TREES, PROTECT IN PLACE.
E8 EXISTING SEQUOIA SEMPERVIRENS TREES, PROTECT IN PLACE.
E9 EXISTING BETULA PENDULA TREES, PROTECT IN PLACE.
E10 EXISTING MAGNOLIA GRANDIFOLIA TREES, PROTECT IN PLACE.
E11 EXISTING TRISTANIA CONFERTA TREES, PROTECT IN PLACE.
E12 EXISTING PYRUS CALLERYANA TREES, PROTECT IN PLACE.
E13 EXISTING LIQUIDAMBAR STYRACIFLUA TREES, PROTECT IN PLACE.
E14 EXISTING CERSIS OCCIDENTALIS TREES, PROTECT IN PLACE.
E15 EXISTING SHRUB MASSING, PROTECT IN PLACE.
E16 EXISTING BOULDERS, PROTECT IN PLACE.
2
DEMOLITION
PLAN 1
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - A - SEE SHEET L-1.2DEMOLITION NOTES:
1. CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE, ANY DAMAGE, WHETHER INSIDE OR
OUTSIDE OF THE PROJECT LIMITS, TO UTILITY SYSTEMS, SURFACE PAVEMENTS,
FIXTURES, STRUCTURES, OR VEGETATION THAT IS NOT SPECIFICALLY INDICATED TO BE
REMOVED AS PART OF THIS DEMOLITION PLAN. ALL DAMAGED ITEMS SHALL BE
REPAIRED TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO THE OWNER.
2. EXCEPT FOR MATERIALS INDICATED TO BE SALVAGED AND RELOCATED ON SITE, ALL
CLEARED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE
REMOVED AND DISPOSED OF LEGALLY OFF-SITE. SEPARATE RECYCLABLE MATERIALS
PRODUCED DURING SITE CLEARING FROM OTHER NONRECYCLABLE MATERIALS. STORE
OR STOCKPILE WITHOUT INTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM
TO RECYCLING FACILITIES.
3. THE CONTRACTOR IS TO SUBMIT PHOTOGRAPHS OR VIDEOTAPE, SUFFICIENTLY
DETAILED, OF EXISTING CONDITIONS OF TREES AND PLANTINGS, ADJOINING
CONSTRUCTION, AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE
CAUSED BY SITE CLEARING.
4. THE CONTRACTOR IS TO SUBMIT RECORD DRAWINGS IDENTIFYING AND ACCURATELY
LOCATING CAPPED UTILITIES AND OTHER SUBSURFACE STRUCTURAL, ELECTRICAL, AND
MECHANICAL CONDITIONS.
5. LOCATE AND CLEARLY FLAG ALL TREES AND VEGETATION TO REMAIN OR BE
RELOCATED.
6. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO
PREVENT SOIL EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF OR
AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS.
7. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITY PIPES
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY THE AVAILABLE
RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD AND NOT
SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CALL TOLL FREE UNDERGROUND
SERVICE ALERT TWO WORKING DAYS PRIOR TO STARTING ANY EXCAVATION WORK.
8. REMOVE SLABS, PAVING, CURBS, GUTTERS, AND AGGREGATE BASE AS INDICATED.
NEATLY SAW CUT EXISTING PAVEMENT TO REMAIN BEFORE REMOVING EXISTING
PAVEMENT. PAINT ENDS OF STEEL REINFORCEMENT IN CONCRETE TO REMAIN TO
PREVENT CORROSION.
PROTECTION NOTES:
1. ALL ELEMENTS TO REMAIN AND SHALL BE PROTECTED FROM DAMAGE IN
PLACE. ANY ITEMS OR MATERIALS DAMAGED AS A RESULT OF THE
CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN KIND, TO THE
SATISFACTION OF THE OWNER.
CLEARING NOTES:
1. BEFORE ANY CONSTRUCTION OPERATIONS ARE INITIATED THE INDIVIDUAL
TREES TO BE PROTECTED SHALL BE CLEARLY TAGGED. THE ZONES BENEATH
THE TREE CANOPY SHALL BE PROTECTED AND ARE NOT TO BE USED FOR
VEHICLE ACCESS OR PARKING.
2. SHRUBS AND GROUNDCOVER PLANTS THAT ARE SCHEDULED FOR REMOVAL
SHALL BE REMOVED COMPLETELY AND THOROUGHLY. ALL ROOTS THAT ARE
OVER 1/2" INCH IN DIAMETER SHALL BE GRUBBED AND REMOVED TO 18" BELOW
GRADE MINIMUM. ALL ROOTS WITHIN THE TOP 6" OF SOIL SURFACE SHALL BE
REMOVED. DO NOT DISTURB ROOTS OF TREES SHOWN TO REMAIN.
3. EXPOSED ROOTS OF EXISTING TREES TO REMAIN THAT ARE OVER 1" IN
DIAMETER SHALL BE INSPECTED BY A CITY-APPROVED ARBORIST TO
DETERMINE IF CUTTING IS RECOMMENDED. ANY SUCH INDICATED ROOTS
SHALL BE CUT CLEANLY WITH CLEAN SHARP PRUNING TOOLS AND NOT RIPPED,
TORN, OR CRUSHED.
NO
R
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EXISTING IRRIGATION NOTE:
IN AREAS OF NEW IRRIGATION REMOVE EXISTING IRRIGATION SPRAY HEADS,
AND LATERAL LINES. PROTECT WATER METERS, BACKFLOWS, AND MAIN LINES
PER IRRIGATION PLAN. PROPOSED IRRIGATION FOR THIS PROJECT IS INTENDED
TO REPLACE EXISTING IRRIGATION CONTROL VALVES, CONTROLLERS, LATERAL
PIPES, AND SPRAY HEADS. ALL REMOVED EXISTING CONTROL VALVES AND
SPRAY HEADS SHALL BE DELIVERED TO THE CLIENT.
SALVAGE NOTE:
CONTRACTOR SHALL COORDINATE WITH OWNER OR OWNER’S REPRESENTATIVE
REGARDING REMOVAL, STORAGE, AND RELOCATION OF ALL ITEMS INDICATED
FOR SALVAGE.
FINISH GRADE NOTE:
PARKWAY FINISH GRADE SHALL BE AT 2" BELOW CURB.
HAND TRENCHING NOTE:
ALL TRENCHING WITH IN ALL EXISTING TREE DRIPLINES (UNDER CANOPY AND
PERIMETER) SHALL BE HAND TRENCHED. NO ROOTS 1" IN DIAMETER OR LARGER
SHALL BE CUT OR REMOVED WITHOUT CITY APPROVAL.
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
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PARKWAY AND MEDIAN IMPROVEMENTS
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CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
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L-
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FOR NOTES AND LEGENDS, SEE SHEET
FOR DETAILS, SEE SHEET L-2.12
FOR SPECIFICATIONS, SEE SHEET L-5.1
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.1
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.1
FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.1 AND 4.12
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MATCHLINE - B - THIS SHEETMATCHLINE - C - SEE SHEET L-1.3NORTHNORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZETOPIARY NOTE:PROTECT TOPIARY IN PLACE. KEEP FROMDISTURBING ROOTS DURING INSTALLATION.1.24RELOCATION NOTE:REMOVE AND RELOCATE "NO STOPPING"SIGN TO FRONT OF REVISED PLANTER.R3R7TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD
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AKNAOIPFORAIICRRTEDJUL
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE1.3E6GROUNDCOVER NOTE:EXISTING GROUNDCOVER AND MULCH TO REMAIN. PROVIDE ADDITIONAL 2"MULCH COVER AT SHRUB AREAS (EXCLUDE CAREX G.C. ZONES).GROUNDCOVER NOTE:EXISTING GROUNDCOVER AND MULCH TO REMAIN. PROVIDE ADDITIONAL 2"MULCH COVER AT SHRUB AREAS (EXCLUDE CAREX G.C. ZONES).PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-1.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.3FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.3FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.3 AND 4.14R5R3R71TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD
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AKNAOIPFORAIICRRTEDJUL
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE3E6E4E9NOT A PART:AREA COMPLETED PER SEPARATE PACKAGE,REFER TO ADG SAMPLE PACKAGEPLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-1.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.4FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.4FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.4 AND 4.151.4TIERRA REJADA ROAD
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NORTHNORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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AKNAOIPFORAIICRRTEDJUL
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZEE8E9E44GROUNDCOVER NOTE:EXISTING GROUNDCOVER AND MULCH TO REMAIN. PROVIDE ADDITIONAL 2"MULCH COVER AT SHRUB AREAS (EXCLUDE CAREX G.C. ZONES).PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-1.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.5FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.5FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.5 AND 4.161.5R6R47R3R7R9R6TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD
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NORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
O
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A
RCLO
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AKNAOIPFORAIICRRTEDJUL
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1
1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE5E5E4E14E16E15E3E13E11GROUNDCOVER NOTE:EXISTING GROUNDCOVER AND MULCH TO REMAIN. PROVIDE ADDITIONAL 2"MULCH COVER AT SHRUB AREAS (EXCLUDE CAREX G.C. ZONES).GROUNDCOVER NOTE:EXISTING GROUNDCOVER AND MULCH TO REMAIN. PROVIDE ADDITIONAL 2"MULCH COVER AT SHRUB AREAS (EXCLUDE CAREX G.C. ZONES).GROUNDCOVER NOTE:EXISTING GROUNDCOVER AND MULCH TO REMAIN. PROVIDE ADDITIONAL 2"MULCH COVER AT SHRUB AREAS (EXCLUDE CAREX G.C. ZONES).PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-1.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.6FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.6FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.6 AND 4.171.6R6E16R4R5R7R9R9TIERRA REJADA ROAD
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZEMATCHLINE - L - THIS SHEET E4E13E2E118PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-1.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.7FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.7FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.7 AND 4.181.7R3R6R5R9E11TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE4E11PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-1.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.8FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.8FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.8 AND 4.191.8R5R6R78TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD
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NORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE8PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-1.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.9FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.9FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.9 AND 4.201.9R5R7R9R7E11R2TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD
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NORTHNORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZEPLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-1.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.10FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.10FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.10 AND 4.211.10R6R79R3TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZEE11PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-1.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.11FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.11FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.11 AND 4.221.11TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD
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CONSTRUCTION LEGEND:CONSTRUCTION CALLOUTS: 1 NEW SAW CUT CONTROL JOINT. SEE DETAIL D, SHEET L-2.12. 2 INSTALL NEW LANDSCAPE BOULDER. TO BE "SIERRA GRANITE" FROM SOUTHWEST BOULDER AND STONE,SIZE PER SCHEDULE BELOW. SEE DETAIL A, SHEET L-2.12.A - 18" TO 24"B - 24" TO 30"C - 30" TO 36"D - 36" TO 48" 3 SAW CUT TREE PLANTER EXPANSION AREA (74) LOCATIONS. SEE DETAIL B, SHEET L-2.12.EXISTING REFERENCES:E1 EXISTING MEDIAN PAVING, PROTECT IN PLACE.E2 EXISTING POLE MOUNT STREET LIGHT, PROTECT IN PLACE.E3 EXISTING STREET SIGN, PROTECT IN PLACE.E4 EXISTING UTILITY, PROTECT IN PLACE.E5 EXISTING LANDSCAPE BOULDER, PROTECT IN PLACE.E6 EXISTING TREE, PROTECT IN PLACE.E7 EXISTING CITY SIDEWALK, PROTECT IN PLACE.E8 EXISTING CURB AND GUTTER, PROTECT IN PLACE.E9 EXISTING WALL, PROTECT IN PLACE.EXISTING PILASTER, PROTECT IN PLACE.EXISTING FENCE, PROTECT IN PLACE.E10E11PA13CONSTRUCTION PLAN 1RLS0SCALE: 1" = 20'10' 20'40'80'MATCHLINE - A - SEE SHEET L-4.2
NORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE2.1PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE THIS SHEETFOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.1FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.1FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.1 AND 4.12CONSTRUCTION NOTES:1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNEDWHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCESEXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALLBE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THECONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONSDUE TO A FAILURE TO GIVE SUCH NOTIFICATION.2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPECONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BYTHE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS.3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL PAVINGAREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVEPRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE).4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN.5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALLUNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLERESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAIDUTILITIES.6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVEDAREAS AS REQUIRED. REFER TO IRRIGATION PLANS.7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHERSUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS ASSHOWN.8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACTTHE SUB-GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS.9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCEDIPS, ABRUPT CHANGES AND SHARP TRANSITIONS.10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE ACONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTEDAND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.SOIL STOCKPILE NOTE:STOCKPILED SOIL FROM DEMOLITION PHASE MAY BE USED FOR LANDSCAPE FILL.ALL REUSED SOIL SHALL BE CLEAR OF DEBRIS. CLEAN ALL STOCK PILE AREASAFTER COMPLETION.EXISTING IRRIGATION NOTE:CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SCHEDULED TO REMAIN.ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACEDAND SHALL BE COVERED AT CONTRACTORS' EXPENSE.E2E1PAPAPAPAPAPAE7E62E42E2BBBBBBBBDDDBBBBCCBDDBBCBBCBCBBE3PAPAPAPATIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH E8E10E722E3E1E1E3E6E11E331231E3E331E8E3E1E12E6E4E3E10E9E11E7E7E7E7E7E10NOT A PART NOTE:ALL CLOUDED AREAS TO BE INSTALLED PER SEPARATE BID HANDLED BY THESCHOOL DISTRICT .320
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MATCHLINE - B - THIS SHEETMATCHLINE - C - SEE SHEET L-1.3NORTHNORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE2.2PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-2.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.2FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.2FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.2 AND 4.1331E22BBBBBBBDBBBBBCBBDBBBBCCDABCBDBCBC3DDPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAE8E11E1E11PAPAPAPAPAPATIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH 3PA12E1E1E1E3E1E7E7E7E7E7313131E6E6E62E6E6E9E9221313131312E7E7E7E72222E3E3E3E1E1E1E1E322E10E1E1E9E2E2NOT A PART NOTE:ALL CLOUDED AREAS TO BE INSTALLED PER SEPARATE BID HANDLED BY THESCHOOL DISTRICT .NOT A PART NOTE:ALL CLOUDED AREAS TO BE INSTALLED PER SEPARATE BID HANDLED BY THESCHOOL DISTRICT .321
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE2.3PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-2.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.3FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.3FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.3 AND 4.14PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAE7E831E2E9DBBCCCBBDDCBCBBCDBDBBDBBCBBDBCDBCDDBACBDBCDDDCDBDBDBBDDDCBCCCBABDE10E4E8PAPAPAPAPAPAPAE11PAPAPAPAPAPATIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH 2231E7E7E7E7E7E7E7E7E3E1E1E1E422E22E231312E6E6223122222E3E10E9E2E3E6E6E6E6E6E6E6E6222222E431313131E8E8E6E6E6E6E6E9E102222E6E6E6E4E2E2E2E3E1E1E83122222E3E11E7E7E7E7E7E10E6E6E6E62322
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE2.4PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-2.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.4FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.4FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.4 AND 4.15CCCCCDBCDCCDBC3E22E7E3E82PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPATIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD
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NORTHNORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE2.5PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-2.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.5FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.5FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.5 AND 4.16BDDBBBBBCCBBDCDDBCDDBCBDBCDBBBCABDAACBC132E6E5E7E1132E9E8E9E10E2E2E3E8PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPATIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADDRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH E5E5E5E5E5131313E3E6E7E6E7E6E7E6E7E8E8E622222E6E6E6E6E6E6E6E6E9E3E9E9E9E3E3E1222E22E5E5E5E7E7E7E7E7E7E9E9E9E6E6E6E61313222E10E9E9E6E6E6E2E2E3E1E1E9E922E5E5E10E7E7E7E2E10E9E922E5E5E6E6E3E6E7E7324
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NORTH
NORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE2.6PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-2.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.6FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.6FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.6 AND 4.17BDDDCDBCCBBDCCDCCDDDCCDDCDCBDCCDDCBCDCBDE62E7E9E4E2E8E5E1E331PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPATIERRA REJADA ROAD
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600590605585595600605610600590595TIERRA REJADA ROADPHEASANT RUN STREETTIERRA REJADA ROADLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK
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MATCHLINE - M - SEE SHEET L-1.8 NORTHNORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE2.7PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-2.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.7FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.7FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.7 AND 4.18MATCHLINE - L - THIS SHEET DDCDBBCDBDCBDDDCBCADBCCBBBDBCCBDDBCBBCDBDE4E6E7E2E1E22E6E9E8PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPATIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE2.8PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-2.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.8FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.8FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.8 AND 4.19BBDCBDCBCBCDBCCDBCBBBDBCDCBCCDCCBCCBCBDD BBCBCBCDCBE8E9E6E7E1E2E4E3E82E6E3E2PAPAPAPAPAPAPAPAPAPAPAPAPATIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH E9E9E9E9222222E7E7E7E7E7E6E6E6E3E3222E3E22E2E2E3E12E6E8E8E8E3E3E9E4E9E9E9E2E7E9E7E7E7E7E9E9E922222222222E2E2E2327
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NORTH
NORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE2.9PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-2.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.9FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.9FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.9 AND 4.20CBCBCBCDCBBBCDBCDDDBBCCBCDBBDBCBBCDBCBCBDDBBDDE82E7E6E9E4E3E2E82E7PAPAPAPAPAPAPAPAPAPAPAPAPAPATIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE2.10PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-2.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.10FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.10FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.10 AND 4.21MATCHLINE - R - THIS SHEET BDCCBBCBCBCDBCDBCCCBBCBBDCBDDCE82E7E4E3E2E1E1E8E2E3PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPATIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH 22222E7E7E7E7E3E3E3E3E322E1E1E1E9E4E4E9E9E9E9E6E6E6E6E6E62E7E9E7E7E72222222E3E3E6E6E6E6E6E6E1E12E3E6E6E6E9E9E2329
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE2.11PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-2.1FOR DETAILS, SEE SHEET L-2.12FOR SPECIFICATIONS, SEE SHEET L-5.1FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.11FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.11FOR CORRESPONDING PLANTING PLANS SEE SHEET L-4.11 AND 4.22DE8E2E1E3E7E6PATIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH E6E3330
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
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TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
24
CONSTRUCTION DETAILS
RLS
2.12
LEGEND:
1. CONCRETE PAVING PER PLAN.
2. MACHINE SAW CUT JOINT.
3. COMPACTED SUBGRADE PER SOIL ENGINEER'S
RECOMMENDATION.
CONTROL JOINTSDSCALE: 1 1/2" = 1'-0"
CONTROL JOINT
12
31" MIN.LEGEND:
1. EXISTING SIDEWALK.
2. EXISTING CURB AND GUTTER.
3. PLANTER AREA.
4. EXISTING TREE, PROTECT IN PLACE,REFER TO TREE PROTECTION NOTES.5. EXISTING WALL.
6. FINISH SURFACE.
7. UNDISTURBED NATIVE SOIL.8. EXISTING GRADE AND BUILDUP. REMOVEHIGH POINT AND GRADE AS SHOWN -
VARIABLE PER CONDITION.
THATCH REMOVAL / FINE GRADINGCSCALE: 1/4" = 1'-0"
NOTES:
A. NO MACHINE DIGGING OR TRENCHING PERMITTED.WITHIN
DRIP LINE OF EXISTING TREE.B. PROTECT TREES AND ROOT SYSTEMS IN PLACE, UNLESSOTHERWISE NOTED.
C. PROTECT EXISTING IRRIGATION LINES FOR FUTURE USE OF
RETROFITTING IRRIGATION.D. CONTACT CITY REPRESENTATIVE FOR AREAS IN QUESTIONFOR CLARITY ON GRADING.
TYPICAL CONDITION
VARIES
REMOVAL AND FINE GRADING ZONE
2"
MINIMUM
4
5
3
2
1
6
7 JOIN8
4
LEGEND:
1. EXISTING TREE WELL AREA.2. NEW SAW CUT TREE WELL EXPANSION AREA.
REMOVE EXISTING CONCRETE AND EXISTING TREE
ROOTS.3. NEW CONTROL JOINTS PER CONSTRUCTION PLAN.SEE DETAIL D, THIS SHEET
4. EXISTING ADJACENT SIDEWALK.
5. EXISTING ADJACENT CURB AND GUTTER,6. ADJACENT SIGN.
EXISTING TREE WELL EXPANSIONBSCALE: 1/4" = 1'-0"
NOTES:
A. MAINTAIN A 4'-0" MINIMUM WIDE WALKWAY AT BACK OFPLANTER .
B. MEASUREMENTS APPROXIMATE, CONTRACTOR TO FIELDVERIFY.
C. PROTECT EXISTING IRRIGATION LINES FOR FUTURE USE OF
RETROFITTING IRRIGATION.
LC LC
3'-6"8'-0"3'-6"8'-0"
4'-0"4'-0"
2'-0"2'-0"
4'-0"1'-0"1'-0"SIGN CONDITIONTYPICAL CONDITION4'-0"MIN. CLEAR4'-0"MIN. CLEAR3
2
1
5
4
3
2
5
1
3 3
6
LEGEND:
1. BOULDER PER CONSTRUCTION PLAN. RECESS AT LEAST
1/3 OF BOULDER DEPTH INTO SUB-GRADE AS SHOWN.
2. 90% COMPACTED SUB-GRADE.
3. FINISH GRADE.
3
BOULDER AT PLANTER AREAASCALE: 1" = 1'-0"
NOTES:
A. LANDSCAPE ARCHITECT TO
APPROVE BOULDERS AND SPOT
LOCATIONS PRIOR TO INSTALLATION.1/32/32
1
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3/4"2"2"2"2"2"A-4A-5A-6A-8A-7A-1A-3K-1K-2A-2IRRIGATION LEGEND:DRIP AND EMITTERS:SYMBOLMANUF.MODEL # DESCRIPTIONGPMRADIUSPSIDETAIL REFERENCENETAFIMTLCV6-12INSTALL DRIPLINE 2" BELOW FINISHED GRADE,0.010DRIP30SEE DETAIL D, SHEET L-3.2.SPACE LINES 12" APART, 3" MAX. FROMHARDSCAPE / EDGES. SECURE TUBING w/ 9"WIRE STAKES AT 24" O.C.RAINBIRDXB-20PC XERI-BUG EMITTER (2) PER SHRUB.0.033PTP30SEE DETAIL E, SHEET L-3.2.NETAFIMTLCV6-18SINGLE TREE RING (1) PER TREE.0.010DRIP30SEE DETAIL C, SHEET L-3.3.NETAFIMTLCV6-18DOUBLE TREE RING (2) PER TREE.0.010DRIP30SEE DETAIL C, SHEET L-3.3.RAINBIRDRWS-1401RETROFIT TO RWS-1401 IN-GROUND (2) PER PLANTER.0.50BUB30SEE DETAIL G, SHEET L-3.2.RAINBIRDOPERINDDRIP OPERATIONAL INDICATOR.---EQUIPMENT:SYMBOLMANUF.MODEL #DESCRIPTIONDETAIL REFERENCERAINBIRD100-PEB1" REMOTE CONTROL GLOBE VALVE. (1TO 50 GPM). SEE DETAIL A, SHEET L-3.2.RAINBIRDXCZ-100-PRB-COM1" INLINE COMMERCIAL DRIP ASSEMBLY VLAVE. (.3 TO 20 GPM).SEE DETAIL B, SHEET L-3.2.NETAFIMTLSOV1/2" MANUAL FLUSH VALVE AT EACH PLANTER AT LOWEST POINT IN VALVE BOX.SEE DETAIL F, SHEET L-3.2.APPROVEDSCH. 40 PVCLATERAL LINES TO EMITTERS. 12" BELOW GRADE MINIMUM.SEE DETAILS H & C, SHEET L-3.2.APPROVEDUVR SCH. 40 PVCUVR PVC SIZED AS SHOWN. PLACE ON-GRADE 6" MIN. AWAY FROM PERIM. WALLS.SEE DETAIL H, SHEET L-3.2.APPROVEDSCH. 40 PVCLATERAL LINE SIZED AS SHOWN (MINIMUM OF 3/4"), MINIMUM COVER OF 12".SEE DETAIL C, SHEET L-3.2.X------EXISTING 2" MAINLINE. (VERIFY LOCATION)SEE DETAIL C, SHEET L-3.2.WEATHER TRAKET PROEXISTING CONTROLLER. (LOCATED OFF SITE)---CIHYDROZONE LEGEND:HYDROZONE 1 (HZ1)LOW WATER USE SHRUBS AND GROUND COVER, USING SUBSURFACE DRIP LINE IRRIGATION w/ 12" SPACING AND SUPPLEMENTAL XERI-BUG EMITTERS.HYDROZONE 2 (HZ2)MODERATE WATER USE SHRUBS AND GROUND COVER, USING SUBSURFACE DRIP LINE IRRIGATION w/ 12" SPACING AND SUPPLEMENTAL XERI-BUG EMITTERS.HYDROZONE 3 (HZ3)MIXED WATER USE SHRUBS AND GROUND COVER, USING SUBSURFACE DRIP LINE IRRIGATION w/ 12" SPACING AND SUPPLEMENTAL XERI-BUG EMITTERS.HYDROZONE 4 (HZ4)LOW TO MODERATE WATER USE TREES, USING TREE RINGS PER PLAN.HYDROZONE 5 (HZ5)LOW WATER USE STREET TREES USING RETROFITTED IN-GROUND RWSBUBBLERS.IRRIGATIONPLAN 1AAL-3.1TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH
MATCHLINE - A - SEE SHEET L-3.2
NORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE0SCALE: 1" = 20'10' 20'40'80'VALVE CALLOUT CHART:CONTROLLER A:TYPEPLANT SIZE GPM HZ SF1DRIPLINE SHRUB 3/4" 4 2 3942TREE RING TREE 3/4" 1 4 503DRIPLINE SHRUB 3/4" 4 1 3614DRIPLINE SHRUB 1 1/4" 11 2 9365DRIPLINE SHRUB 1 1/4" 17 1 1,5406TREE RING TREE 1 1/4" 18 4 6007TREE RING TREE 3/4" 3 4 2758TREE RING TREE 3/4" 4 4 1009TREE RING TREE 1 1/4" 11 4 35010TREE RING TREE 3/4" 5 4 45011TREE RING TREE 1" 8 4 20012DRIPLINE SHRUB 1" 10 1 83213DRIPLINE SHRUB 1" 9 2 69814DRIPLINE SHRUB 3/4" 4 1 38815DRIPLINE SHRUB 3/4" 3 2 30616TREE RING TREE 3/4" 1 4 10017DRIPLINE SHRUB 3/4" 5 1 39118DRIPLINE SHRUB 3/4" 4 2 43119TREE RING TREE 1" 8 4 27520TREE RING TREE 3/4" 2 4 17521TREE RING TREE 3/4" 5 5 12522DRIPLINE SHRUB 1 1/4" 13 2 1,07023DRIPLINE SHRUB 1 1/4" 13 1 93724TREE RING TREE 2" 35 4 1,15025TREE RING TREE 3/4" 6 4 62526TREE RING TREE 1 1/4" 12 5 30027DRIPLINE SHRUB 1" 8 2 65628DRIPLINE SHRUB 1" 6 1 56429TREE RING TREE 3/4" 2 4 150CONTROLLER B:TYPEPLANT SIZE GPM HZ SF1DRIPLINE SHRUB 1 1/4" 16 2 1,3962DRIPLINE SHRUB 1 1/4" 14 1 9673TREE RING TREE 2" 29 4 9504TREE RING TREE 2" 30 4 1,005TREE RING TREE 1 1/4" 11 4 1,0506TREE RING TREE 1 1/4" 18 5 4507DRIPLINE SHRUB 1 1/4" 14 2 1,2018DRIPLINE SHRUB 1 1/4" 15 1 1,1939DRIPLINE SHRUB 1 1/4" 12 3 1,16810DRIPLINE SHRUB 1 1/4" 16 1 1,60311DRIPLINE SHRUB 1 1/4" 11 3 88312TREE RING TREE 1 1/4" 16 4 52513TREE RING TREE 3/4" 2 4 17514DRIPLINE SHRUB 1 1/4" 12 3 1,08715DRIPLINE SHRUB 1 1/4" 12 3 1,12516DRIPLINE SHRUB 1 1/4" 19 3 1,82117DRIPLINE SHRUB 1 1/4" 11 1 95318TREE RING TREE 1 1/4" 14 4 47519TREE RING TREE 3/4" 1 4 10020DRIPLINE SHRUB 1" 8 3 79921DRIPLINE SHRUB 1/ 14" 15 3 1,406CONTROLLER C:TYPEPLANT SIZE GPM HZ SF1TREE RING TREE 2" 28 4 9252DRIPLINE SHRUB 1 1/4" 13 1 7893DRIPLINE SHRUB 1 1/4" 16 2 1,3194TREE RING TREE 2" 34 4 1,1255DRIPLINE SHRUB 3/4" 7 2 6946DRIPLINE SHRUB 3/4" 3 1 2007TREE RING TREE 1 1/4" 11 4 1,0758TREE RING TREE 1 1/2" 24 5 6009DRIPLINE SHRUB 1 1/4" 11 2 92410DRIPLINE SHRUB 1 1/4 " 14 1 89111TREE RING TREE 2" 35 4 1,15012DRIPLINE SHRUB 3/4" 4 1 39513DRIPLINE SHRUB 1" 7 2 62614DRIPLINE SHRUB 1 1/4" 12 2 999CONTROLLER D:TYPEPLANT SIZE GPM HZ SF1DRIPLINE SHRUB 1 1/4" 12 2 8922DRIPLINE SHRUB 1 1/4 " 19 1 1,8603DRIPLINE SHRUB 1 1/4 " 19 1 1,9274DRIPLINE SHRUB 1 1/4" 15 2 1,2835TREE RING TREE 1" 8 4 2506TREE RING TREE 2" 33 4 1,1007DRIPLINE SHRUB 1 1/4" 14 2 1,1928DRIPLINE SHRUB 1 1/4" 13 3 8139DRIPLINE SHRUB 1 1/4" 12 2 1,08710DRIPLINE SHRUB 3/4" 6 1 50011TREE RING TREE 3/4" 2 4 15012TREE RING TREE 1 1/4" 13 4 42513DRIPLINE SHRUB 1" 7 1 54914DRIPLINE SHRUB 1 1/4" 10 2 93815TREE RING TREE 3/4" 1 4 12516TREE RING TREE 1 1/4" 9 4 30017DRIPLINE SHRUB 1 1/4" 17 2 1,74518DRIPLINE SHRUB 1" 8 1 71618TREE RING TREE 1" 2 4 20019TREE RING TREE 1 1/4" 20 4 65020DRIPLINE SHRUB 1 1/4" 18 2 1,80321DRIPLINE SHRUB 3/4" 14 1 1,39322DRIPLINE SHRUB 1 1/4" 19 2 1,56423TREE RING TREE 3/4" 1 4 10024TREE RING TREE 1 1/4" 11 4 375CONTROLLER E:TYPEPLANT SIZE GPM HZ SF1TREE RING TREE 3/4" 2 5 502DRIPLINE SHRUB 1 1/4" 14 1 9903DRIPLINE SHRUB 1 1/4" 14 2 1,0094TREE RING TREE 3/4" 1 4 1005TREE RING TREE 2" 43 4 1,425CONTROLLER F:TYPEPLANT SIZE GPM HZ SF1DRIPLINE SHRUB 1 1/4" 16 2 1,4592TREE RING TREE 3/4" 1 4 503TREE RING TREE 2" 34 4 1,1254DRIPLINE SHRUB 1 1/4" 11 2 8495DRIPLINE SHRUB 1 1/4" 10 3 9536DRIPLINE SHRUB 1 1/4" 18 3 1,3087TREE RING TREE 3/4" 1 1 758TREE RING TREE 1 1/4" 11 4 3759DRIPLINE SHRUB 1 1/4" 16 1 1,623CONTROLLER G:TYPEPLANT SIZE GPM HZ SF1DRIPLINE SHRUB 3/4" 3 2 2842TREE RING TREE 3/4" 2 4 753DRIPLINE SHRUB 3/4" 1 1 304DRIPLINE SHRUB 3/4" 3 2 2985TREE RING TREE 3/4" 4 4 1256DRIPLINE SHRUB 1 1/4" 13 3 1,3427TREE RING TREE 3/4" 2 4 1758TREE RING TREE 1 1/4" 14 4 4759DRIPLINE SHRUB 3/ 4" 3 1 22110DRIPLINE SHRUB 3/4" 6 2 50411DRIPLINE SHRUB 1 1/4" 13 3 1,29712TREE RING TREE 3/4" 2 4 125CONTROLLER H:TYPEPLANT SIZE GPM HZ SF1DRIPLINE SHRUB 1 1/4" 18 3 1,7412DRIPLINE SHRUB 1 1/4" 17 2 1,6793TREE RING TREE 2" 26 4 8504DRIPLINE SHRUB 1 1/4" 17 1 1,4515DRIPLINE SHRUB 1 1/4" 18 2 1,493CONTROLLER I:TYPEPLANT SIZE GPM HZ SF1DRIPLINE SHRUB 1 1/4" 16 3 1,2772DRIPLINE SHRUB 3/4" 5 1 4823TREE RING TREE 1" 8 4 2754TREE RING TREE 3/4" 2 4 2005DRIPLINE SHRUB 1 1/4" 14 3 1,3706DRIPLINE SHRUB 1" 8 2 6737TREE RING TREE 3/4" 3 4 1258DRIPLINE SHRUB 1 1/4" 10 3 9819TREE RING TREE 3/4" 1 4 7510DRIPLINE SHRUB 1 1/4" 18 3 1,63711DRIPLINE SHRUB 1 1/4" 18 3 1,63512DRIPLINE SHRUB 1 1/4" 20 3 1,95913TREE RING TREE 2" 38 4 1,22514TREE RING TREE 3/4" 4 4 35015DRIPLINE SHRUB 1 1/4" 20 3 1,75016DRIPLINE SHRUB 1 1/4" 19 3 1,77917DRIPLINE SHRUB 1 1/4" 19 3 1,79918DRIPLINE SHRUB 1 1/4" 18 3 1,61619TREE RING TREE 1" 8 4 25020DRIPLINE SHRUB 1" 10 1 1,03121DRIPLINE SHRUB 3/4" 6 3 46122TREE RING TREE 3/4" 3 4 100CONTROLLER J:TYPEPLANT SIZE GPM HZ SF1DRIPLINE SHRUB 3/4" 3 3 3242DRIPLINE SHRUB 1" 9 3 7963TREE RING TREE 3/4" 6 4 2004DRIPLINE SHRUB 1 1/4" 15 3 1,509CONTROLLER K:TYPEPLANT SIZE GPM HZ SF1DRIPLINE SHRUB 3/4" 4 2 3812DRIPLINE SHRUB 3/4" 4 1 405REFER TO IRRIGATION LEGEND FOR CONTROL VALVE MANUFACTURER, MODELNUMBER, AND DESCRIPTION.PIPE SIZING CHART:SCHEDULE 40 PVC 3/4" 0-8 GPM 1" 9-12 GPM 1 1/4" 13-22 GPM 1 1/2" 23-30 GPM 2" 31-50 GPMTHIS SYSTEM IS DESIGNED TO USE WATER FROM A POTABLE WATER SOURCEIRRIGATION NOTES:1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWNWITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLYAND SHALL BE INSTALLED IN PLANTING AREAS WHEREVERPOSSIBLE.2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM ASINDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELDTHAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXISTAND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER’SAUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THISNOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUSTASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY.3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURESHOWN AT EACH POINT OF CONNECTION WITH MAXIMUM GPMDEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFYALL PRESSURES ON SITE PRIOR TO CONSTRUCTION ANDCOMMUNICATE TO OWNER’S CONSTRUCTION REPRESENTATIVE.4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TOFAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATIONOF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALLCOORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTORAND OTHER SUB-CONTRACTORS FOR LOCATION OF PIPESLEEVES THROUGH WALLS, UNDER ROADS, PAVING ANDSTRUCTURES.5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER,AND BACKFLOW PREVENTER TO BE OF MATERIAL REQUIRED BYCURRENT WATER DISTRICT.6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSUREAND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVEDBY THE CITY’S AND OWNER’S REPRESENTATIVE, AND/ORLANDSCAPE ARCHITECT, WHERE APPLICABLE.7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THEIRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZEUNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OFTHE OWNER’S REPRESENTATIVE, IF REQUIRED TO OPERATESYSTEMS.8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUSTALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENTOVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS AS MUCHAS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BESTNOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FORAPPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPEARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS.9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND INTHE SPECIFICATIONS.10. CLEAN-UP ON A DAILY BASIS PER OWNER’S REPRESENTATIVE’SAPPROVAL.IRRIGATION LATERAL PIPE NOTE:INSTALL LATERAL PIPE BELOW GRADE FROM SIDEWALK TO WALL. TRANSITIONFROM BELOW GRADE TO ON-GRADE UVR PIPE AT WALL. SEE DETAIL H, SHEETL-3.12. RUN UVR PIPE ALONG WALL TO PLANTER AREAS AND STAKE TOGROUND. CONTRACTOR TO FIELD VERIFY LOCATIONS.TO NEW
TREES
TO
EXISTIN
G
TREES
TO TRE
E
WELLS
FLUSH VALVE NOTE:FLUSH VALVES TO BE INSTALLED AT FURTHEST AND LOWEST END OF EACHRUN OF DRIPLINE. FLUSH VALVES TO BE LOCATED WITHIN EACH PLANTERAREA OF DRIPLINE SYSTEM.IRRIGATION LOCATION NOTE:IRRIGATION LATERALS, MAINLINES, AND EQUIPMENT ARE SHOWNSCHEMATICALLY FOR VISUAL CLARITY ONLY. CONTRACTOR TO FIELD VERIFYACTUAL LOCATIONS AND PLACE WITHIN PLANTER AREAS. EXISTING MAINLINELOCATION IS APPROXIMATE, CONTRACTOR TO VERIFY LOCATION IN FIELD.NETAFIM INSTALLATION NOTES:A. NETAFIM "TECHLINE CV" EMITTERS AND SPACING BETWEEN LINES AS PERIRRIGATION LEGEND.B. LOCATE NETAFIM FLUSH VALVE AT LOWEST POINTS OF EACH SEPARATE PLANTERAREA WITHIN SYSTEM. INSTALL IN PLANTER AREA. SEE FLUSH VALVE DETAIL IN THISPACKAGE FOR INSTALLATION INSTRUCTIONS. (FOR NON-CV LINES AIR RELIEF VALVEWILL BE REQUIRED. IF NEEDED LOCATE AT OR NEAR HIGH POINT OF PLANTER AREAWITHIN SYSTEM). UNDER NORMAL CIRCUMSTANCES TECHLINE CV DOES NOTREQUIRE AIR RELIEF VALVES.C. CONNECT TECHLINE CV TO PVC WITH PVC TEES AND COMPRESSION FITTINGS. USECOMPRESSION FITTINGS FOR ALL PVC TO TECHLINE CONNECTIONS. PRIME ANDGLUE ALL PVC TO PVC CONNECTIONS.IRRIGATION CONNECTION NOTE:CONNECT NEW IRRIGATION CONTROL VALVES TO EXISTING MAINLINE ANDUTILIZE EXISTING CONTROL WIRES FROM EXISTING CONTROL VALVES THATARE REMOVED. VERIFY THAT SUFFICIENT CONTROL WIRES ARE AVAILABLE.CONNECT TO EXISTING CONTROLLER. COORDINATE WITH CITY. CONTRACTORTO FIELD VERIFY ALL EQUIPMENT IS IN WORKING CONDITION.EXISTING P.O.C. AND CONTROLLER NOTE:EXISTING WATER METER, BACKFLOW PREVENTER AND IRRIGATION CONTROLLERS ARELOCATED FURTHER EAST ALONG TIERRA REJADA ROAD BEYOND THE LIMIT OF WORKFOR THE PROJECT. CONTRACTOR SHALL VERIFY MAINLINE AND CONTROL WIRECONNECTIVITY WITHIN THE LIMIT OF WORK FOR USE ON THIS PROJECT.VALVE LOCATION NOTE:CONTRACTOR SHALL VERIFY EXISTING CONTROL VALVE LOCATIONS ANDINSTALL NEW CONTROL VALVE AT OR NEAR THESE EXISTING LOCATIONS.CONNECT TO EXISTING MAINLINE AND UTILIZE EXISTING CONTROL WIRES FORNEW VALVES.253.1METER (E)CONTROLLER (E)FLOW SENSOR (E)MASTER VALVE NORMALLY CLOSED (E) (E) GATE VALVE (E) GATE VALVETYPICAL MAINLINE P.O.C. (EXISTING)GATE VALVE (E)CMMVBACKFLOW PREVENTER (E) (E) MAINLINE(E) MAINLINEPLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE THIS SHEET.FOR DETAILS, SEE SHEET L-3.12 - L-3.16.FOR SPECIFICATIONS, SEE SHEET L-5.2FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.1FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.1FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.1FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.12TO NEWTREES
NOT A PART NOTE:ALL CLOUDED AREAS TO BE INSTALLED PER SEPARATE BID HANDLED BY THESCHOOL DISTRICT .332
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MATCHLINE - B - THIS SHEETMATCHLINE - C - SEE SHEET L-3.3NORTHNORTH0SCALE: 1" = 20'10' 20'40'80'Know what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE3.2IRRIGATION LATERAL PIPE NOTE:INSTALL LATERAL PIPE BELOW GRADE FROM SIDEWALK TO WALL. TRANSITIONFROM BELOW GRADE TO ON-GRADE UVR PIPE AT WALL. SEE DETAIL H, SHEETL-3.12. RUN UVR PIPE ALONG WALL TO PLANTER AREAS AND STAKE TOGROUND. CONTRACTOR TO FIELD VERIFY LOCATIONS.IRRIGATION LOCATION NOTE:IRRIGATION LATERALS, MAINLINES, AND EQUIPMENT ARE SHOWNSCHEMATICALLY FOR VISUAL CLARITY ONLY. CONTRACTOR TO FIELD VERIFYACTUAL LOCATIONS AND PLACE WITHIN PLANTER AREAS. EXISTING MAINLINELOCATION IS APPROXIMATE, CONTRACTOR TO VERIFY LOCATION IN FIELD.VALVE LOCATION NOTE:CONTRACTOR SHALL VERIFY EXISTING CONTROL VALVE LOCATIONS ANDINSTALL NEW CONTROL VALVE AT OR NEAR THESE EXISTING LOCATIONS.UTILIZE EXISTING CONTROL WIRES FOR NEW VALVES.PLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-3.1FOR DETAILS, SEE SHEET L-L-3.12- L-3.16.FOR SPECIFICATIONS, SEE SHEET L-5.2FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.2FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.2FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.2FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.13TO NEW
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495 500500505500500TIERRA REJADA ROADMOUNTAIN TRAIL STREETMOUNTAIN TRAIL STREET
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE0SCALE: 1" = 20'10' 20'40'80'3.3IRRIGATION LATERAL PIPE NOTE:INSTALL LATERAL PIPE BELOW GRADE FROM SIDEWALK TO WALL. TRANSITIONFROM BELOW GRADE TO ON-GRADE UVR PIPE AT WALL. SEE DETAIL H, SHEETL-3.12. RUN UVR PIPE ALONG WALL TO PLANTER AREAS AND STAKE TOGROUND. CONTRACTOR TO FIELD VERIFY LOCATIONS.IRRIGATION LOCATION NOTE:IRRIGATION LATERALS, MAINLINES, AND EQUIPMENT ARE SHOWNSCHEMATICALLY FOR VISUAL CLARITY ONLY. CONTRACTOR TO FIELD VERIFYACTUAL LOCATIONS AND PLACE WITHIN PLANTER AREAS. EXISTING MAINLINELOCATION IS APPROXIMATE, CONTRACTOR TO VERIFY LOCATION IN FIELD.VALVE LOCATION NOTE:CONTRACTOR SHALL VERIFY EXISTING CONTROL VALVE LOCATIONS ANDINSTALL NEW CONTROL VALVE AT OR NEAR THESE EXISTING LOCATIONS.UTILIZE EXISTING CONTROL WIRES FOR NEW VALVES.TO NEW
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MATCHLINE - G - SEE SHEET L-3.5MATCHLINE - F - THIS SHEETNORTHNORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
O
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A
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ONR
AKNAOIPFORAIICRRTEDJUL
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE0SCALE: 1" = 20'10' 20'40'80'EXISTING RETROFIT AREA NOTE:EXISTING RETROFITS PLANTING AND IRRIGATION PER SEPARATE SAMPLEPACKAGE BY ARCHITERRA DESIGN GROUP.3.4IRRIGATION LATERAL PIPE NOTE:INSTALL LATERAL PIPE BELOW GRADE FROM SIDEWALK TO WALL. TRANSITIONFROM BELOW GRADE TO ON-GRADE UVR PIPE AT WALL. SEE DETAIL H, SHEETL-3.12. RUN UVR PIPE ALONG WALL TO PLANTER AREAS AND STAKE TOGROUND. CONTRACTOR TO FIELD VERIFY LOCATIONS.IRRIGATION LOCATION NOTE:IRRIGATION LATERALS, MAINLINES, AND EQUIPMENT ARE SHOWNSCHEMATICALLY FOR VISUAL CLARITY ONLY. CONTRACTOR TO FIELD VERIFYACTUAL LOCATIONS AND PLACE WITHIN PLANTER AREAS. EXISTING MAINLINELOCATION IS APPROXIMATE, CONTRACTOR TO VERIFY LOCATION IN FIELD.VALVE LOCATION NOTE:CONTRACTOR SHALL VERIFY EXISTING CONTROL VALVE LOCATIONS ANDINSTALL NEW CONTROL VALVE AT OR NEAR THESE EXISTING LOCATIONS.UTILIZE EXISTING CONTROL WIRES FOR NEW VALVES.TO
EXISTING
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MATCHLINE - I - SEE SHEET L-3.6
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE0SCALE: 1" = 20'10' 20'40'80'3.5IRRIGATION LATERAL PIPE NOTE:INSTALL LATERAL PIPE BELOW GRADE FROM SIDEWALK TO WALL. TRANSITIONFROM BELOW GRADE TO ON-GRADE UVR PIPE AT WALL. SEE DETAIL H, SHEETL-3.12. RUN UVR PIPE ALONG WALL TO PLANTER AREAS AND STAKE TOGROUND. CONTRACTOR TO FIELD VERIFY LOCATIONS.IRRIGATION LOCATION NOTE:IRRIGATION LATERALS, MAINLINES, AND EQUIPMENT ARE SHOWNSCHEMATICALLY FOR VISUAL CLARITY ONLY. CONTRACTOR TO FIELD VERIFYACTUAL LOCATIONS AND PLACE WITHIN PLANTER AREAS. EXISTING MAINLINELOCATION IS APPROXIMATE, CONTRACTOR TO VERIFY LOCATION IN FIELD.VALVE LOCATION NOTE:CONTRACTOR SHALL VERIFY EXISTING CONTROL VALVE LOCATIONS ANDINSTALL NEW CONTROL VALVE AT OR NEAR THESE EXISTING LOCATIONS.UTILIZE EXISTING CONTROL WIRES FOR NEW VALVES.TO NEW
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NORTH
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE0SCALE: 1" = 20'10' 20'40'80'3.6IRRIGATION LATERAL PIPE NOTE:INSTALL LATERAL PIPE BELOW GRADE FROM SIDEWALK TO WALL. TRANSITIONFROM BELOW GRADE TO ON-GRADE UVR PIPE AT WALL. SEE DETAIL H, SHEETL-3.12. RUN UVR PIPE ALONG WALL TO PLANTER AREAS AND STAKE TOGROUND. CONTRACTOR TO FIELD VERIFY LOCATIONS.IRRIGATION LOCATION NOTE:IRRIGATION LATERALS, MAINLINES, AND EQUIPMENT ARE SHOWNSCHEMATICALLY FOR VISUAL CLARITY ONLY. CONTRACTOR TO FIELD VERIFYACTUAL LOCATIONS AND PLACE WITHIN PLANTER AREAS. EXISTING MAINLINELOCATION IS APPROXIMATE, CONTRACTOR TO VERIFY LOCATION IN FIELD.VALVE LOCATION NOTE:CONTRACTOR SHALL VERIFY EXISTING CONTROL VALVE LOCATIONS ANDINSTALL NEW CONTROL VALVE AT OR NEAR THESE EXISTING LOCATIONS.UTILIZE EXISTING CONTROL WIRES FOR NEW VALVES.TO NEWTREESTOEXISTINGTREES
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TREES EXISTING EQUIPMENT NOTE:EXISTING BACKFLOW DEVICE PROTECTED IN PLACE, CONTRACTOR TO FIELDVERIFY ACTUAL LOCATIONS.337
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LIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKIIIIIIIII3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"1 1/4"3/4"3/4"3/4"1 1/4"3/4"3/4"3/4"1 1/4"3/4"3/4"3/4"2"2"2"2"2"2"2"2"2"F-5G-6G-7G-8G-1G-2G-3G-4G-5G-11G-123/4"595590600605605610610615615605600600595605TIERRA REJADA ROADPEACH HILL ROADTIERRA REJADA ROADCIVLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKIIIIII3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"1"3/4"3/4"1 1/4"3/4"2"2"2"G-9G-10G-12I-1PLANPLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-3.1FOR DETAILS, SEE SHEET L-L-3.12- L-3.16.FOR SPECIFICATIONS, SEE SHEET L-5.2FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.7FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.7FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.7FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.1831IRRIGATIONPLAN 7AAL-3.7TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH MATCHLINE - K - SEE SHEET L-3.6
MATCHLINE - L - THIS SHEET
MATCHLINE - M - SEE SHEET L-3.8 NORTHNORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
O
P
A
RCLO
ONR
AKNAOIPFORAIICRRTEDJUL
Y
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE0SCALE: 1" = 20'10' 20'40'80'3.7IRRIGATION LATERAL PIPE NOTE:INSTALL LATERAL PIPE BELOW GRADE FROM SIDEWALK TO WALL. TRANSITIONFROM BELOW GRADE TO ON-GRADE UVR PIPE AT WALL. SEE DETAIL H, SHEETL-3.12. RUN UVR PIPE ALONG WALL TO PLANTER AREAS AND STAKE TOGROUND. CONTRACTOR TO FIELD VERIFY LOCATIONS.IRRIGATION LOCATION NOTE:IRRIGATION LATERALS, MAINLINES, AND EQUIPMENT ARE SHOWNSCHEMATICALLY FOR VISUAL CLARITY ONLY. CONTRACTOR TO FIELD VERIFYACTUAL LOCATIONS AND PLACE WITHIN PLANTER AREAS. EXISTING MAINLINELOCATION IS APPROXIMATE, CONTRACTOR TO VERIFY LOCATION IN FIELD.VALVE LOCATION NOTE:CONTRACTOR SHALL VERIFY EXISTING CONTROL VALVE LOCATIONS ANDINSTALL NEW CONTROL VALVE AT OR NEAR THESE EXISTING LOCATIONS.UTILIZE EXISTING CONTROL WIRES FOR NEW VALVES.TO
EXISTING
TREES
TO
EXISTING
TREES
TO NEW
TREES
TO
EXISTING
TREES
TO
EXISTING
TREESEXISTING EQUIPMENT NOTE:EXISTING CONTROLLER. PROTECTED IN PLACE, CONTRACTOR TO FIELDVERIFY ACTUAL LOCATIONS.338
635610620625625630630615615620
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"PLANPLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-3.1FOR DETAILS, SEE SHEET L-L-3.12- L-3.16.FOR SPECIFICATIONS, SEE SHEET L-5.2FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.8FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.8FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.8FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.1932IRRIGATIONPLAN 8AAL-3.8TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH MATCHLINE - M - SEE SHEET L-3.7MATCHLINE - N - THIS SHEET
MATCHLINE - N - THIS SHEET
MATCHLINE - O - SEE SHEET L3.9 NORTHNORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
O
P
A
RCLO
ONR
AKNAOIPFORAIICRRTEDJUL
Y
1
1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE0SCALE: 1" = 20'10' 20'40'80'3.8IRRIGATION LATERAL PIPE NOTE:INSTALL LATERAL PIPE BELOW GRADE FROM SIDEWALK TO WALL. TRANSITIONFROM BELOW GRADE TO ON-GRADE UVR PIPE AT WALL. SEE DETAIL H, SHEETL-3.12. RUN UVR PIPE ALONG WALL TO PLANTER AREAS AND STAKE TOGROUND. CONTRACTOR TO FIELD VERIFY LOCATIONS.IRRIGATION LOCATION NOTE:IRRIGATION LATERALS, MAINLINES, AND EQUIPMENT ARE SHOWNSCHEMATICALLY FOR VISUAL CLARITY ONLY. CONTRACTOR TO FIELD VERIFYACTUAL LOCATIONS AND PLACE WITHIN PLANTER AREAS. EXISTING MAINLINELOCATION IS APPROXIMATE, CONTRACTOR TO VERIFY LOCATION IN FIELD.VALVE LOCATION NOTE:CONTRACTOR SHALL VERIFY EXISTING CONTROL VALVE LOCATIONS ANDINSTALL NEW CONTROL VALVE AT OR NEAR THESE EXISTING LOCATIONS.UTILIZE EXISTING CONTROL WIRES FOR NEW VALVES.TO
EXISTING
TREES
TO
EXISTING
TREES
TO NEWTREESTOEXISTINGTREES
EXISTING EQUIPMENT NOTE:EXISTING CONTROLLER, BACKFLOW DEVICE, FLOW CENSOR AND MASTERVALVE. PROTECTED IN PLACE, CONTRACTOR TO FIELD VERIFY ACTUALLOCATIONS.EXISTING EQUIPMENT NOTE:EXISTING CONTROLLER AND ELECTRIC METER. PROTECTED IN PLACE,CONTRACTOR TO FIELD VERIFY ACTUAL LOCATIONS.339
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WORKIIIII3/4"1"1 1/4"1"1"3/4"3/4"1"1"1"1"3/4"3/4"1"1"1 1/4"3/4"3/4"3/4"1"1"1"1"1"1"3/4"3/4"2"1 1/2"2"2"2"2"2"2"2"2"H-4I-12I-15H-3I-13I-143/4"3/4"685690690695TIERRA REJADA ROADTIERRA REJADA ROADVLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKI3/4"3/4"1"1"1"1"1"1 1/4"3/4"1"3/4"1"3/4"3/4"1"3/4"1"3/4"1"1 1/4"3/4"3/4"2"2"2"2"2"2"2"H-5I-163/4"PLANPLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-3.1FOR DETAILS, SEE SHEET L-L-3.12- L-3.16.FOR SPECIFICATIONS, SEE SHEET L-5.2FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.9FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.9FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.9FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.2033IRRIGATIONPLAN 9AAL-3.9TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTH MATCHLINE - O - SEE SHEET L-3.8
MATCHLINE - P - THIS SHEETMATCHLINE - P - THIS SHEETMATCHLINE - Q - SEE SHEET L-3.10 NORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
O
P
A
RCLO
ONR
AKNAOIPFORAIICRRTEDJUL
Y
1
1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE0SCALE: 1" = 20'10' 20'40'80'NOR
T
H
3.9IRRIGATION LATERAL PIPE NOTE:INSTALL LATERAL PIPE BELOW GRADE FROM SIDEWALK TO WALL. TRANSITIONFROM BELOW GRADE TO ON-GRADE UVR PIPE AT WALL. SEE DETAIL H, SHEETL-3.12. RUN UVR PIPE ALONG WALL TO PLANTER AREAS AND STAKE TOGROUND. CONTRACTOR TO FIELD VERIFY LOCATIONS.IRRIGATION LOCATION NOTE:IRRIGATION LATERALS, MAINLINES, AND EQUIPMENT ARE SHOWNSCHEMATICALLY FOR VISUAL CLARITY ONLY. CONTRACTOR TO FIELD VERIFYACTUAL LOCATIONS AND PLACE WITHIN PLANTER AREAS. EXISTING MAINLINELOCATION IS APPROXIMATE, CONTRACTOR TO VERIFY LOCATION IN FIELD.VALVE LOCATION NOTE:CONTRACTOR SHALL VERIFY EXISTING CONTROL VALVE LOCATIONS ANDINSTALL NEW CONTROL VALVE AT OR NEAR THESE EXISTING LOCATIONS.UTILIZE EXISTING CONTROL WIRES FOR NEW VALVES.TOEXISTINGTREES
TO NEW
TREES
TO
EXISTING
TREES
340
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7
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MATCHLINE - R - THIS SHEETMATCHLINE - S - SEE SHEET L-3.11
NORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
O
P
A
RCLO
ONR
AKNAOIPFORAIICRRTEDJUL
Y
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE0SCALE: 1" = 20'10' 20'40'80'NOR
T
H
3.10IRRIGATION LATERAL PIPE NOTE:INSTALL LATERAL PIPE BELOW GRADE FROM SIDEWALK TO WALL. TRANSITIONFROM BELOW GRADE TO ON-GRADE UVR PIPE AT WALL. SEE DETAIL H, SHEETL-3.12. RUN UVR PIPE ALONG WALL TO PLANTER AREAS AND STAKE TOGROUND. CONTRACTOR TO FIELD VERIFY LOCATIONS.IRRIGATION LOCATION NOTE:IRRIGATION LATERALS, MAINLINES, AND EQUIPMENT ARE SHOWNSCHEMATICALLY FOR VISUAL CLARITY ONLY. CONTRACTOR TO FIELD VERIFYACTUAL LOCATIONS AND PLACE WITHIN PLANTER AREAS. EXISTING MAINLINELOCATION IS APPROXIMATE, CONTRACTOR TO VERIFY LOCATION IN FIELD.VALVE LOCATION NOTE:CONTRACTOR SHALL VERIFY EXISTING CONTROL VALVE LOCATIONS ANDINSTALL NEW CONTROL VALVE AT OR NEAR THESE EXISTING LOCATIONS.UTILIZE EXISTING CONTROL WIRES FOR NEW VALVES.TOEXISTINGTREES
TO
EXISTING
TREES
341
660665655640645650650TIERRA REJADA ROADSPRING ROADTIERRA REJADA ROADVVVVVVVVVLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKI3/4"3/4"3/4"1"3/4"2"2"I-21I-22PLANPLAN CROSS REFERENCES:FOR NOTES AND LEGENDS, SEE SHEET L-3.1FOR DETAILS, SEE SHEET L-L-3.12- L-3.16.FOR SPECIFICATIONS, SEE SHEET L-5.2FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.10FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.10FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.10FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.2135IRRIGATIONPLAN 11AAL-3.11TIERRA REJADA ROADCOUNTRYWOOD DR ARROYO SIMIDRIVEWAYDRIVEWAYTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROADTIERRA REJADA ROAD DRIVEWAY TIERRA REJADA ROADMOUNTAIN TRAIL STREET KEY MAP:N.T.S.NORTHKnow what'sbelow.before you dig.CallRPARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISIONAPP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA6705-09-18M
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1983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRCADG JOB # 1508-5L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE0SCALE: 1" = 20'10' 20'40'80'NOR
T
H
3.11MATCHLINE - S - SEE SHEET L-3.10
IRRIGATION LATERAL PIPE NOTE:INSTALL LATERAL PIPE BELOW GRADE FROM SIDEWALK TO WALL. TRANSITIONFROM BELOW GRADE TO ON-GRADE UVR PIPE AT WALL. SEE DETAIL H, SHEETL-3.12. RUN UVR PIPE ALONG WALL TO PLANTER AREAS AND STAKE TOGROUND. CONTRACTOR TO FIELD VERIFY LOCATIONS.IRRIGATION LOCATION NOTE:IRRIGATION LATERALS, MAINLINES, AND EQUIPMENT ARE SHOWNSCHEMATICALLY FOR VISUAL CLARITY ONLY. CONTRACTOR TO FIELD VERIFYACTUAL LOCATIONS AND PLACE WITHIN PLANTER AREAS. EXISTING MAINLINELOCATION IS APPROXIMATE, CONTRACTOR TO VERIFY LOCATION IN FIELD.VALVE LOCATION NOTE:CONTRACTOR SHALL VERIFY EXISTING CONTROL VALVE LOCATIONS ANDINSTALL NEW CONTROL VALVE AT OR NEAR THESE EXISTING LOCATIONS.UTILIZE EXISTING CONTROL WIRES FOR NEW VALVES.TOEXISTINGTREES
342
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
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MOORPARK, CA 67
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TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
36
IRRIGATION
DETAILS 1 3.12
RLS / AA
LEGEND:
1. 4-INCH LOCKING GRATE.
2. BUBBLER: RAINBIRD 0.25 GPM.
3. ROOT ZONE WATERING ASSEMBLY.
*RAINBIRD RWS-M-B-C-1401 OR PER IRRIGATION
LEGEND. (INCLUDES 0.25 BUBBLER PER LEGEND
WITH RISER, SWING ASSEMBLY, LOCKING GRATE, 1/2"
MALE NPT INLET, AND BASKET CANISTER).
4. FINISH GRADE.
5. CHECK VALVE.
6. PEA GRAVEL FILL.
7. 1/2-INCH PVC SCH 80 NIPPLE.
8. 1/2-INCH 90-DEGREE ELBOW.
9. 12-INCH SWING ASSEMBLY.
10. 1/2-INCH MALE NPT INLET.
11. PVC SCH 40 TEE OR ELL.
12. LATERAL PIPE.
13. 4-INCH BASKET WEAVE CANISTER.
BUBBLER TO TREEASCALE: 1" = 1'-0"
1 2 3 4
5
6
7
8
9
101112
13
LATERAL
BUBBLER
ROOT BALL
BUBBLER
TREE
LEGEND:
1. MANUAL FLUSH VALVE PLUMBED TO PVC OR
POLY LINE.
2. 17MM BLANK TUBING EXHAUST HEADER.
3. TECHLINE CV DRIP TUBING. INSTALL PER
NETAFIM RECOMMENDATIONS.
4. INSERT TEE.
5. TREE TRUNK LOCATION.
6. 6" SOIL STAPLE, TYPICAL.
7. INSERT CROSS, TYPICAL.
8. 17MM BLANK TUBING SUPPLY HEADER.
9. 1/2" MALE ADAPTER.
10. SCH. 40 PVC DRIP LATERAL LINE, UNLESS
OTHERWISE NOTED.
11. SCH. 40 PCV FEMALE THREADED TEE,
UNLESS OTHERWISE NOTED.
NETAFIM TECHLINE CV TREE RINGBSCALE: 1/2" = 1'-0"
NOTES:
A. INSTALL FIRST TECHLINE CV LOOP 18" FROM CENTER OF TREE
TRUNK.
B. INSTALL EACH ADDITIONAL LOOP PER NETAFIM INSTALLATION
GUIDELINES.
C. INSTALL TECHLINE CV IN ACCORDANCE w/ NETAFIM INSTALLATION
GUIDELINES.
D. INSTALL TECHLINE CV TUBING ON SURFACE TO A MAXIMUM OF 6"
BELOW GRADE, STAPLE IN PLACE PER MANUFACTURER'S
RECOMMENDATIONS. BACKFILL AND SPREAD SURFACE
TREATMENT PER PLANTING SPECIFICATIONS.
FV
5
7
11
9
2
1
4
2
33
6
8
10
18"
MIN.
LEGEND:
1. PVC INPUT LATERAL FROM VALVE, SIZE AS
NOTED ON IRRIGATION PLAN.
2. DRIPLINE PER IRRIGATION PLAN, EMITTERS
AND SPACING BETWEEN LINES AS PER
IRRIGATION LEGEND.
3. MANUAL 1/2" FLUSH VALVE, MODEL AS NOTED
ON IRRIGATION PLAN. INSTALL IN PLANTER
AREA AT LOW END FARTHEST FROM VALVE.
SEE FLUSH VALVE DETAIL FOR INSTALLATION.
4. PVC EXHAUST HEADER, SIZE AS REQUIRED
(3/4" MINIMUM). CONNECT TECHLINE TO PVC
WITH PVC TEES AND COMPRESSION
FITTINGS. GLUE ALL PVC-TO-PVC
CONNECTIONS.
5. PVC COMPRESSION FITTINGS FOR ALL
DRIPLINE-TO-DRIPLINE CONNECTIONS.
6. PLANTER AREA - SEE PLANS.
7. EDGE OF PLANTER AREA.
8. PVC FITTINGS, TYPE AND SIZE AS REQUIRED.
GLUE ALL PVC-TO-PVC CONNECTIONS. USE
COMPRESSION FITTINGS FOR ALL
PVC-TO-DRIPLINE CONNECTIONS.
9. TIE DOWN STAKE, SPACING AT 2' O.C. MAX.
10. FINISH GRADE.
11. TREE TRUNK AND CANOPY.
NOTES:
A. INSTALL LINES AT 3" BELOW SURFACE FOR TURF AREAS, 3" IN SHRUB AREAS.
B. PVC FITTINGS, TYPE AND SIZE AS REQUIRED.
C. GLUE ALL PVC-TO-PVC CONNECTIONS.
D. USE COMPRESSION FITTINGS FOR ALL PVC-TO-DRIPLINE CONNECTIONS.
E. USE UVR PVC MATERIAL FOR ALL ON GRADE MATERIAL.
F. INSTALL IN-LINE CHECK VALVES FOR ALL CONDITIONS WHERE SYSTEM ELEV.
EXCEED 4 1/2'. NO LOW HEAD DRAINAGE ALLOWED.
SECTION
PLAN
DRIPLINE BELOW GRADECSCALE: N.T.S.
2 9 10
1
5
7
6
4
8
3
12"3" TO 6"(TYP.)2
TURF
3"8
6"DRIP AT TREE CONDITION
6'-0" SQ. CLEAR MIN. TYP.11
2
11
8
LEGEND:
1. DRIPLINE PER PLAN.
2. BARBED EMITTERS TYPE AND QUANTITY PER PLAN.
3. 1/4" EMITTER DISTRIBUTION TUBING. LENGTH AS REQUIRED.
4. DISTRIBUTION TUBING STAKE.
5. BUG CAP, PLACE AT EDGE OF ROOTBALL.
6. MULCH PER PLAN. KEEP CLEAR OF PLANT STEM.
7. TIE-DOWN STAKE.
POINT TO POINT ON SHRUBESCALE: 1 1/2" = 1'-0"
NOTES:
A. CONTRACTOR TO INSTALL STAPLES
TO SECURE TUBING, AND COVER W/
A 3" LAYER OF MULCH PER SPECS.
5 4 3 2 1
6
7
LEGEND:
1. ELECTRIC CONTROL VALVE.
2. RECTANGULAR PLASTIC VALVE BOX W/ BOLT-DOWN
COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2"
HIGH CHARACTERS.
3. APPROVED YELLOW PLASTIC CHRISTY VALVE I.D. TAG.
4. FINISH GRADE.
5. PVC UNION FOR SERVICING ASSEMBLY (TYP).
6. PVC LATERAL LINE, SIZE PER PLAN.
7. COMMON BRICK (4) REQUIRED.
8. COMMON WIRE TO OTHER VALVES ON SAME
CONTROLLER.
9. 3/4" CRUSHED ROCK, 8" DEEP.
10. CONTROL / COMMON WIRES FROM CONTROLLER.
11. PVC SCH 80 NIPPLE.
12. PVC SCH. 80 ELBOW.
13. WIRE CONNECTOR.
14. PVC SCH. 80 TEE.
15. COIL WIRES PER SPECIFICATIONS.
REMOTE CONTROL VALVEFSCALE: 1" = 1'-0"
NOTES:
A. USE TEFLON TAPE OR TEFLON PIPE
DOPE ON ALL PVC TO PVC OR METAL
TO PVC MALE PIPE THREADS.2"2" CLR12
1010 6"7 9 8 3 5 7 6
11
1515 1313 1 2 4
14
LEGEND:
1. MULCH BED.
2. FINISH GRADE.
3. PVC LATERAL LINE, SIZE PER PLAN.
4. AUTOMATIC CONTROL VALVE PER IRRIGATION PLAN.
5. PRESSURE REGULATING, QUICK CHECK BASKET
FILTER.
6. WATERPROOF WIRE CONNECTORS PER IRRIGATION
SPECIFICATIONS.
7. PILOT WIRE.
8. APPROVED YELLOW PLASTIC CHRISTY VALVE I.D. TAG.
9. 3/4" CRUSHED GRAVEL, 3 CU. FT. MINIMUM.
10. BRICK SUPPORT, (4) REQUIRED.
11. RECTANGULAR VALVE BOX w/ BOLT DOWN COVER PER
SPECIFICATIONS.
12. PVC UNION FOR SERVICING ASSEMBLY.
13. BALL VALVE.
14. CONTROL WIRE EXPANSION LOOP.
15. PRESSURE MAINLINE.
16. PVC SCH. 80 TEE.
17. PVC SCH. 80 ELBOW.
18. PVC SCH. 80 NIPPLE.
REMOTE CONTROL DRIP VALVEGSCALE: 1" = 1'-0"
NOTES:
A. INSTALL VALVES MIN. OF 2' APART, AND A MIN. OF 2' FROM
STRUCTURES AND HARDSCAPE IN SHRUB AREAS.
B. PLACE 3/4" CRUSHED GRAVEL PRIOR TO INSTALLATION
OF VALVE BOX.
C. PLACE VALVE BOX AT RIGHT ANGLE TO ADJACENT
HARDSCAPE OR STRUCTURE.
D. PROVIDE PLASTIC VALVE CHRISTY I.D. TAGS PER
SPECIFICATIONS.
E. HEAT BRAND BOX 'DRIP RCV'.
F. USE NON-HARDENING TEFLON PIPE SEALANT ON ALL
THREADED CONNECTIONS.
1
3
5
12
112
18
17
18
6 4
15 16 7
14
13 8 9 10 2" CLRLEGEND:
1. LATERAL PVC PIPE BELOW GRADE. HAND
TRENCH WHERE ADJACENT TO TREE ROOTS.
2. ON-GRADE UVR LATERAL PIPE w/ REBAR
STAKES AT 5'-0" O.C. MINIMUM.
3. EXISTING WALL AND FOOTING. KEEP CLEAR
OF FOOTING.
4. PLANTER AREA.
5. FINISH GRADE.
6. SUB-GRADE.
NOTES:
A. PVC FITTINGS, TYPE AND SIZE AS REQUIRED.
B. GLUE ALL PVC-TO-PVC CONNECTIONS.
C. USE UVR PVC MATERIAL FOR ALL ON GRADE MATERIAL.
SECTION
RETROFIT LATERAL TO UVRHSCALE: 1 1/2" = 1'-0"
5
12" MINIMUM COVERTO CONTROLLER
KEEP CLEAR OF
WALL AND
FOOTING4
2
33
1 6
MANUAL FLUSH VALVE w/ DRAINDSCALE: 1 1/2" = 1'-0" 6"FLOW
FLUSH WITH TURF AREAS
3" ABOVE GRADE AT PLANTER AREAS
LEGEND:
1. 1/2" DIAMETER DRIPLINE.
2. 1/2" NETAFIM TLSOV VALVE w/ COMPRESSION CONNECTION.
3. 10" DIAMETER PLASTIC VALVE BOX WITH GREEN LID.
4. 6" CRUSHED GRAVEL.
5. FINISH GRADE.
6. 18" LONG FLEX POLY-PIPE TO DIRECT FLUSH.
2
3
4
5
1
6
343
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
37
IRRIGATION
DETAILS 2 3.13
RLS / AA
TRENCHING SECTION
LEGEND:
1. NON-PRESSURE LATERAL LINE.
2. PRESSURE SUPPLY LINE.
3. CONTROL WIRES.
4. CLEAN BACKFILL - 90% COMPACTION REQUIRED.
5. 6" MIN. SAND BEDDING AND SHADDING.
6. 2" MIN. OF CLEAN EARTH.
7. NON-PRESSURE LATERAL LINE SLEEVE - SIZE TWICE
DIAMETER OF NON-PRESSURE LATERAL LINE.
8. PRESSURE SUPPLY LINE SLEEVE - SIZE TWICE
DIAMETER OF PRESSURE SUPPLY LINE.
9. CONTROL WIRE SLEEVE - SIZE PER PLAN, INSTALL
ADJACENT TO PRESSURE SUPPLY LINE.
10. FINISH GRADE.
11. HARDSCAPE PER CONSTRUCTION PLANS.
9
TRENCHING & SLEEVINGASCALE: 1/4" = 1'-0"
TRENCHING NOTES:
A. BELOW PAVED AREAS A MINIMUM OF 6"
LAYER OF CLEAN EARTH SHALL BE
INSTALLED ABOVE AND BELOW PIPING.
B. PROVIDE MINIMUM COVER OF 24" ON
PRESSURE SUPPLY LINES 3" AND LARGER.
C. WHEN USING RECLAIMED WATER,
MAINTAIN MINIMUM OF 10' HORIZONTAL
SEPARATION BETWEEN POTABLE AND
RECLAIMED PRESSURE LINES WHERE
LINES CROSS, PROVIDE PVC SLEEVE FOR
POTABLE LINE MINIMUM 5' EACH SIDE OF
RECLAIMED WATER LINE.
D. BUNDLE WIRES WITH TAPE EVERY 10'.
SLEEVING SECTION
6"
TYP 2"3"2'-0"MIN.SLEEVING NOTES:
A. ALL SLEEVES TO BE SCH. 40 PVC.
B. EXTEND ALL SLEEVES 12" BEYOND EDGE
OF HARDSCAPING AT BOTH ENDS.
C. ROUTE SLEEVING ALONG HANDICAP RAMP.
D. PIPING UNDER PAVEMENT SUSCEPTIBLE
TO TRAFFIC LOADS REFER TO CITY STD.
24" MIN. TO 36" MAX. DEPTH TO TOP OF
PIPE BELOW STRUCTURAL SECTION.
4
11
5
7
8
AS
REQUIRED
106"
TYP
1'-0"MIN.18"MIN.2
6
1
3
4
MAINTENANCE SCHEDULEBSCALE: NONE USED
IRRIGATION SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY
WEEKLY ITEMS:
1. VISUALLY MONITOR IRRIGATION SYSTEM FOR SUDDEN LINE BREAKS OR HEAD
DAMAGE.
MONTHLY ITEMS:
1. TEST AND INSPECT EACH VALVE. ADJUST AND REPAIR HEADS, VALVES, PIPING AS
NEEDED TO KEEP SYSTEM IN COMPLETE WORKING ORDER.
2. INSPECT RAIN SENSOR TO INSURE PROPER SHUT OFF OPERATION.
3. FOR DRIP SYSTEMS, EXAMINE AND CLEAN ALL FILTERS, REPLACE FILTER SCREENS
IF NECESSARY. MANUALLY FLUSH EACH DRIP VALVE. PERFORM A WALK-THROUGH
TO LOOK FOR SIGNS OF PLANT WATER STRESS. ADJUST, CLEAN OR REPLACE
EMISSION DEVICES AS REQUIRED.
ALL REPLACEMENT PARTS AND EQUIPMENT AS NEEDED SHALL MATCH ORIGINAL EQUIPMENT
OR AN APPROVED EQUAL (CITY LANDSCAPE ARCHITECT APPROVAL)
QUARTERLY ITEMS:
1. ADJUST IRRIGATION CONTROLLER PROGRAMMING AS NECESSARY TO
ACCOMMODATE FOR SEASONAL WATER NEEDS.
WATER BUDGET AC CONTROLLER CHART AD WATER BUDGET BE CONTROLLER CHART BF
344
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
38
IRRIGATION
DETAILS 3 3.14
RLS / AA
WATER BUDGET CA CONTROLLER CHART CB
WATER BUDGET DC CONTROLLER CHART DD
345
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
39
IRRIGATION
DETAILS 4 3.15
RLS / AA
WATER BUDGET EA CONTROLLER CHART EB WATER BUDGET FC
CONTROLLER CHART FD WATER BUDGET GE CONTROLLER CHART GF
346
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
40
IRRIGATION
DETAILS 5 3.16
RLS / AA
WATER BUDGET HA CONTROLLER CHART HB WATER BUDGET IC
CONTROLLER CHART ID WATER BUDGET JE CONTROLLER CHART JF
347
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
41
IRRIGATION
DETAILS 6 3.17
RLS / AA
WATER BUDGET KA CONTROLLER CHART KB
348
470475480490485495500
500
505
510
TIERR
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COUNTRYWOOD ROADTIERR
A
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V V V
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V
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VV
V VV
LIMIT O
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LIMIT
O
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W
O
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LIMIT OF
W
O
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LIMIT OF
W
O
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LIMIT OF WORK
LIMIT OF WORK
LIMI
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O
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LIMIT
O
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W
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LIMIT O
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W
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LIMIT O
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W
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LIMIT OF
W
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K
LIMIT OF
W
O
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K
LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORKTREE PLANTING LEGEND:
SYMBOL / CALLOUT BOTANICAL NAME COMMON NAME
EXISTING TREES:
XT-1 Existing Betula nigra River Birch
XT-2 Existing Betula pendula European White Birch
XT-3 Existing Cedrus deodara Deodar Cedar
XT-4 Existing Pinus halepensis Aleppo Pine
XT-5 Existing Platanus acerifolia 'Bloodgood' Bloodgood London Plane Tree
XT-6 Existing Platanus racemosa Western Sycamore
XT-7 Existing Sequoia sempervirens Coast Redwood
XT-8 Existing Magnolia grandifora Southern Magnolia
XT-9 Existing Quercus agrifolia California Live Oak
XT-10 Existing Alnus Rhombifolia White Alder
XT-11 Existing Tristania conferta Brisbane Box
XT-12 Existing Cercis occidentalis Western Redbud
XT-13 Existing Liquidambar styraciflua Liquid Amber
XT-14 Existing Pyrus calleryana Callery Pear
TREE PLANTING LEGEND:
SYMBOL / CALLOUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE CITY N.A.P
PROPOSED TREES:QTY QTY
T-1 Cedrus deodara Deodar Cedar 24" box Per plan Std.M 7 2
T-2 Cercis occidentalis Western Redbud 24" box Per plan Std.within treewells L Std. 121 1
T-3 Pinus canariensis Canary Island Pine 24" box Per plan Std.M 91 33
T-4 Pistacia c. 'Red Push'Red Push Chinese Pistache 24" box Per plan Std. M 22 4
T-5 Platanus A. 'bloodgood'London Plane Tree 24" box Per plan Std.M 44
T-6 Pinus halepensis Aleppo Pine 24" box Per plan Std.L 8 4
T-7 Prunus caroliniana 'Monus'Tight Bright Carolina 24" box Per plan Std.M 37
Laurel Cherry
42
TREE PLANTING PLAN 1
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - A - SEE SHEET L-4.2NOR
T
H
T-5
24 2
XT-1
-- --
XT-3
-- --
XT-7
-- --
T-3
24 11
T-2
24 9
T-4
24 2
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR DETAILS, SEE SHET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.1
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.1
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.1
FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.12
4.1
PLANTING NOTES:
1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES "SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFYQUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL (AT NO ADDITIONAL COST TO THE OWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITECONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND. LANDSCAPE ARCHITECT TO APPROVE FINALLAYOUT IN FIELD PRIOR TO INSTALLATION.
2. CONTRACTORS SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS.
3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.
4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE.
5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS.
6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. (SEE SPECIFICATIONS).
7. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE.
8. LANDSCAPE CONTRACTOR SHALL TAKE FOUR (4) SOIL SAMPLES FROM THE SITE AT LOCATIONS APPROVED BY THE LANDSCAPE ARCHITECT. THE SAMPLES SHALL BE TAKEN AT A DEPTH OF12' AFTER ROUGH GRADING AND SUBMITTED TO AN APPROVED SOIL AND PLANT LABORATORY FOR AGRICULTURAL SUITABILITY TESTING. THE COST OF TESTING SHALL BE INCLUDED INTHE CONTRACTOR'S BID.
9. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT ACOPY OF ALL SOILS REPORTS TO THE LANDSCAPE ARCHITECT PRIOR TO MODIFICATION OF THESE SPECIFICATIONS.
10. SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS.
11. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATIONLINES/SPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OFORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.
12. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOW STRIP OR HEADER BOARD AS INDICATED ON DRAWINGS.
13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE.
14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING PLAN. WHERE SOD IS TO BE INSTALLED ON A SWALE,THE FINISH GRADEMUST BE ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW.
15. CONTRACTOR SHALL STAKE LOCATION S OF ALL TREE ON FIELD AND OBTAIN WRITTEN APPROVAL FROM CITY REPRESENTATIVE PRIOR TO PLACING.
MULCH NOTE:
CONTRACTOR SHALL INSTALL A 3" LAYER OF CHIPPED MULCH IN ALL SHRUB
AREAS. MULCH SHALL BE 'FOREST FLOOR OR EQUAL' AVAILABLE AT PEACH
HILL SOILS, MOORPARK, CA, CONTACT: (805) 529-6164. SUBMIT SAMPLE OF ANY
ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR
OWNER'S REPRESENTATIVE'S APPROVAL.
HAND TRENCHING NOTE:
ALL TRENCHING WITH IN ALL EXISTING TREE DRIPLINES (UNDER CANOPY AND
PERIMETER) SHALL BE HAND TRENCHED. NO ROOTS 1" IN DIAMETER OR
LARGER SHALL BE CUT OR REMOVED WITHOUT CITY APPROVAL.
PHOTO SUBMITTAL NOTE:
ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE INSPECTED AND
APPROVED BY LANDSCAPE ARCHITECT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE.
PHOTO SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY MATERIAL
DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. PHOTO SUBMITTALS SHALL BE
SENT TO LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL.
SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. PERSON,
MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT (FROM FINISH GRADE IN
CONTAINER) AND CANOPY HEAD SIZE. LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF SCHEDULED
NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS PRIOR TO SHIPMENT. REFER TO PLANTING
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK.
LINEAR ROOT BARRIER NOTE:
ALL TREES PLANTED WITHIN 5' OF ANY HARDSCAPE WILL REQUIRE LINEAR ROOT BARRIERS, TO BE
PLACED ALONG CURBS, WALKS, AND WALLS. SEE DETAIL B, SHEET L-4.23, FOR LINEAR ROOT BARRIER
PLACEMENT.
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KEY MAP:
N.T.S.NORTHNOT A PART NOTE:
ALL CLOUDED AREAS TO BE INSTALLED PER SEPARATE BID
HANDLED BY THE SCHOOL DISTRICT .
349
515
510
515
515
510
TIERRA REJADA ROAD DRIVEWAY /ALLEYPRIVATE DRIVEWAY / ALLEYTIERRA REJADA ROAD
PR
I
V
A
T
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DR
I
V
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A
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/
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VVV VLIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WOR
K
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
Know what'sbelow.before you dig.CallR
PARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456 TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA 6705-09-18 MOPARCLOONRAKNAOIPFORAIICRRTED JU LY11983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRC ADG JOB # 1508-5
L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
Know what'sbelow.before you dig.CallR
PARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456 TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA 6705-09-18 MOPARCLOONRAKNAOIPFORAIICRRTED JU LY11983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRC ADG JOB # 1508-5
L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
505
505
510
500
505
495
500
495 495TIERRA REJADA
R
O
A
DPRIVATE DRIVEWAY / ALLEYMOUNTAIN TRAIL STREETTIERRA REJADA
R
O
A
D
M
E
CB
VV
V
V
V
V
V
V
V V
V
V
V
V
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LIMIT OF W
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LIMIT OF WO
R
K
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WO
R
K
LIMIT OF W
O
R
K
LIMIT OF WORK
LIMIT OF WORK
43
TREE PLANTING PLAN 2
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - A - SEE SHEET L-4.1MATCHLINE - B - THIS SHEETM
A
T
C
H
L
I
N
E
-
B
-
T
H
I
S
S
H
E
E
T
MATCHLINE - C - SEE SHEET L-4.3NO
R
T
H
NORTHT-1
-- --
XT-3
-- --
XT-1
-- --
T-3
24 34
T-2
24 26
T-4
24 5
T-6
24 4
T-5
24 2
XT-2
-- --
RELOCATION NOTE:
RELOCATE "NO STOPPING" SIGN TO FRONT OF PLANTER.
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.1
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.2
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.2
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.2
FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.13
XT-3
-- --
4.2
TIERRA REJ
A
D
A
R
O
A
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA REJAD
A
R
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A
D
TIERRA R
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J
A
D
A
R
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A
D
TIERRA RE
J
A
D
A
R
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A
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TIERRA REJ
A
D
A
RO
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
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A
D
TIERRA R
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J
A
D
A
R
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A
D
TIERRA REJ
A
D
A
R
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A
D
TIERRA R
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J
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA REJ
A
D
A
RO
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJADA
R
O
A
D
TIERRA RE
J
A
D
A
R
O
A
D
DRIVEWAY
TIERRA REJADA
R
O
A
D
MOUNTAIN
T
R
A
IL STR
E
E
T
KEY MAP:
N.T.S.NORTHNOT A PART NOTE:
ALL CLOUDED AREAS TO BE INSTALLED PER SEPARATE BID HANDLED BY THE SCHOOL DISTRICT .
NOT A PART NOTE:
ALL CLOUDED AREAS TO BE INSTALLED PER SEPARATE BID HANDLED BY THE SCHOOL DISTRICT .
350
495500
500
505
500
500
TIERRA REJADA ROAD
MOUNTAIN TRAIL STREETMOUNTAIN TRAIL STREETTIERRA REJADA ROAD
V V V V
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
500
510
505
510
505
505
TIERRA REJADA ROAD
MOUNTAIN MEADOW DRIVETIERRA REJADA ROAD
M
MOUNTAINMEADOW DRIVEM
E
CC
V V
V V V
V V
V V V V
V
VV
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WOR
K
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.1
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.1
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.3
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.3
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.3
FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.14
44
TREE PLANTING PLAN 3
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - C - SEE SHEET L-4.2MATCHLINE - D - THIS SHEETMATCHLINE - D - THIS SHEETMATCHLINE - E - SEE SHEET L-4.4NORTHNORTHKnow what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
T-2
24 23
T-3
24 24
T-1
24 3
T-4
24 8
T-5
24 2
T-6
24 4
XT-6
-- --
XT-12
-- --
XT-2
-- --
XT-2
-- --
XT-1
-- --
XT-10
-- --
XT-7
-- --
4.3
TIERRA REJ
A
D
A
R
O
A
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA REJAD
A
R
O
A
D
TIERRA REJADA
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
RO
A
D
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA R
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J
A
D
A
R
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A
D
TIERRA REJ
A
D
A
RO
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJ
A
D
A
RO
A
D
DRIVEWAY
TIERRA REJA
D
A
R
O
A
D
MOUNTAIN
T
R
A
I
L
STREET
KEY MAP:
N.T.S.NORTH351
520
515
515
515
510
510
510
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
B A
B
B
A
AC
X
B
D A
A B
AC
C
X
A
C
D
D
C
D
A
A
C
A
C
C
B
A
A
C A
B
A
B A
C
A
B
B
A
BA
C
C
B
B
C AA A
A
MOUNTAINMEADOW DRIVEB AC
B
V
V
V
V V
515515
TIERRA REJADA ROAD
TIERRA REJADA ROADBBADBACADAC MULTITRUNKEXISTING
DRIVEWAY
CE
M
M
V V
V V VVV
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WOR
K
LIMIT OF WORK
LIMIT OF WORK
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.1
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.4
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.4
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.4
FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.15
45
TREE PLANTING PLAN 4
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - E - SEE SHEET 4-1.3MATCHLINE - F - THIS SHEETMATCHLINE - G - SEE SHEET L-4.5MATCHLINE
-
F
-
TH
IS
SHEET
NO
R
T
H
NO
R
T
H
T-3
24 12
T-2
24 19
T-4
24 5
T-1
24 2
T-6
24 2
XT-5
-- --
XT-2
-- --
XT-6
-- --
XT-4
-- --
XT-10
-- --
SAMPLE LIMIT OF WORK AREA:
COMPLETED SAMPLE LIMIT OF WORK AREA
SAMPLE LIMIT OF WORK AREA:
COMPLETED SAMPLE LIMIT OF WORK AREA
SAMPLE LIMIT OF WORK AREA:
COMPLETED SAMPLE LIMIT OF WORK AREA
SAMPLE LIMIT OF WORK AREA:
COMPLETED SAMPLE LIMIT OF WORK AREA
SAMPLE LIMIT OF WORK AREA:
COMPLETED SAMPLE LIMIT OF WORK AREA
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
XT-4
-- --
XT-7
-- --
XT-3
-- --
4.4
TIERRA REJA
D
A
RO
A
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA REJADA
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
DRIVEWAY
TIERRA R
E
J
A
D
A
R
O
A
D
MOUNTAIN TR
A
I
L
S
T
R
E
E
T
KEY MAP:
N.T.S.NORTH352
525
525
530
535
TIERRA REJADA ROAD
TIERRA REJADA ROAD
VV
VV
V
V
V V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
550
545
535
540
555
560
550 550565
560
555
TIERRA REJADA ROAD
WALNUT CREEK ROADTIERRA REJADA ROAD
RHAPHOL
E
PI
S
WHITE R
O
S
E
AGAPAN
T
H
U
S /
D
A
Y
LILY
M
V
V
V
V
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF W
O
R
K
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKPLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.1
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.5
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.5
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.5
FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.16
46
TREE PLANTING PLAN 5
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - H - THIS SHEETMATCHLINE - H - THIS SHEETMATCHLINE - I - SEE SHEET L-4.6MATCHLINE - G - SEE SHEET L-4.4N
O
R
T
H
NORTH
T-1
24 2
T-5
24 2 T-2
24 26
T-3
24 30
T-5
24 5
T-4
24 6
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
XT-2
-- --
XT-4
-- --
XT-5
-- --
XT-6
-- --
XT-7
-- --
4.5
TIERRA
R
E
J
AD
A
R
OA
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJAD
A
R
O
AD
TIERRA REJADA
R
O
A
D
TIERRA
R
E
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA
R
E
J
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
DRIVEWAY
TIERRA REJ
A
D
A
R
O
A
D
MOUNTAIN TRA
I
L
S
T
R
E
E
T
KEY MAP:
N.T.S.NORTH353
575
580
585
565
570
575
580
585
590
56
5 575580570
580TIERRA REJADA ROAD
TIERRA REJADA ROAD
M
RHAMNUS AND RHU
S
H
E
D
G
E
CF
V
VVV
VVV
V
V
VV
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK580
580
575
585590
585
600
590
580
585
595
BROOKHURST COURTTIERRA REJADA ROAD
TIERRA REJADA ROAD
CG
CH
V
V
V
V V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.1
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.6
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.6
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.6
FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.17
47
TREE PLANTING PLAN 6
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - I - SEE SHEET L-4.5MATCHLINE - J - THIS SHEETMATCHLINE - K - SEE SHEET L-4.7MATCHLINE - J - THIS SHEETNORTHNORTHT-7
24 6
T-2
24 5
T-3
24 6
T-4
24 10
T-5
24 5
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
XT-4
-- --
XT-5
-- --
XT-3
-- --
XT-2
-- --
XT-13
-- --
XT-11
-- --
XT-7
-- --
4.6
TIERRA RE
J
A
D
A
R
O
A
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA REJA
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA RE
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A
D
A
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A
D
TIERRA R
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A
R
O
A
D
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J
A
D
A
R
O
A
D
DRIVEWAY
TIERRA REJA
D
A
R
O
A
D
MOUNTAIN
T
R
A
I
L
S
T
R
E
E
T
KEY MAP:
N.T.S.NORTH354
600
590
605
585
595
600
605
610600
590 595
TIERRA REJADA ROAD
PHEASANT RUN STREETTIERRA REJADA ROAD
V
V
V
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK
595
590
600
605 605
610 610
615 615
605
600
600
595
605TIERRA REJADA ROAD
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CI
V LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.1
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.7
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.7
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.7
FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.18
48
TREE PLANTING PLAN 7
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - K - SEE SHEET L-4.6MATCHLINE - L - THIS SHEETMATCHLINE - L - THIS SHEETMATCHLINE - M - SEE SHEET L-4.8NORTHNORTHKnow what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
T-7
24 5
T-3
24 7
T-2
24 6
XT-1
-- --
XT-3
-- --
XT-13
-- --
XT-5
-- --
XT-8
-- --
XT-11
-- --
4.7
TIERRA REJA
D
A
RO
A
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA R
E
J
A
D
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TIERRA REJ
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TIERRA REJA
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A
D
A
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A
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TIERRA REJA
D
A
R
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A
D
DRIVEWAY
TIERRA R
E
J
A
D
A
R
O
A
D
MOUNTAIN TRA
I
L
S
T
R
E
E
T
KEY MAP:
N.T.S.NORTH355
635
610
620
625
625
630
630
615 615620625
630
TIERRA REJADA ROAD
HIDDEN PINE COURTTIERRA REJADA ROAD
M
MV
CJ E
V
V
V
V
V
V
V
V V V
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK645
655
650
650
655
660
665
670
675
TIERRA REJADA ROAD
TIERRA REJADA ROAD
V
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.1
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.8
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.8
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.8
FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.19
49
TREE PLANTING PLAN 8
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHL
INE
-
M
-
SEE
SHEET
L
-
4
.
7 MATCHLINE - N - THIS SHEETMATCHLINE - N - THIS SHEETMATCHLINE - O - SEE SHEET L-4.9N
O
R
T
H
NO
R
T
H
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
T-4
24 2
T-2
24 9
T-7
24 9
XT-11
-- --
XT-12
-- --
4.8
TIERRA R
E
J
A
D
A
R
O
AD
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA REJ
A
D
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A
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TIERRA REJA
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TIERRA RE
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D
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A
D
MOUNTAIN TR
A
I
L
S
T
REET
KEY MAP:
N.T.S.NORTH356
675
685
700
675
680
685
690
695690
700
705
TIERRA REJADA ROAD
TIERRA REJADA ROAD
V
V
V
V
V
VLIMIT OF
W
O
R
K
LIMIT OF
W
O
R
K
LIMIT OF W
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K
LIMIT OF W
O
R
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LIMIT OF WO
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LIMIT OF WOR
K
LIMIT OF WO
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LIMIT OF
W
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LIMIT OF
W
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LIMIT OF W
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LIMIT OF W
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LIMIT OF WOR
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LIMIT OF WO
R
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LIMIT OF WO
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685
690 690
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TIERRA REJADA ROAD
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.1
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.9
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.9
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.9
FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.20
50
TREE PLANTING PLAN 9
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - O - SEE SHEET L-4.8MATCHLINE
-
P
-
TH
IS
SHEETMATCHLINE - P - THIS SHEETMATCHLINE - Q - SEE SHEET L-4.10NORTHNORTHKnow what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
T-2
24 1
T-7
24 8
XT-11
-- --
XT-12
-- --
XT-14
-- --
4.9
TIERRA
R
E
J
AD
A
R
OA
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA REJ
A
D
A
RO
A
D
TIERRA REJA
D
A
R
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TIERRA RE
J
A
D
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A
D
MOUNTAIN TR
A
I
L
S
T
REET
KEY MAP:
N.T.S.NORTH357
700
705
695
695
695
690
TIERRA REJADA ROAD
SOUTHHAMPTONROADTIERRA REJADA ROAD
V
V
V
V
V
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
685 675
670
665
670
685
675665660
TIERRA REJADA ROAD
TIERRA REJADA ROAD
V
V
VV
V
V
V
V V V V V V V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WO
R
K
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.1
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.10
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.10
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.10
FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.21
51
TREE PLANTING PLAN 10
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - Q - SEE SHEET L-4.9MATCHLINE - R - THIS SHEETMATCHLINE - R - THIS SHEETMATCHLINE - S - SEE SHEET L-4.11NORTHNORTHKnow what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
T-2
24 1
T-7
24 2
XT-11
-- --XT-14
-- --
4.10
TIERRA
R
E
J
AD
A
R
OA
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
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D
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D
DRIVEWAY
TIERRA R
E
J
A
D
A
R
O
A
D
MOUNTAIN TRA
IL STR
E
E
T
KEY MAP:
N.T.S.NORTH358
660
665
655
640
645
650 650TIERRA REJADA ROAD SPRING ROADTIERRA REJADA ROAD
V
V V V VV V V V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.1
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.11
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.11
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.11
FOR CORRESPONDING SHRUB PLANTING PLAN SEE SHEET L-4.22
52
TREE PLANTING PLAN 11
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - S - SEE SHEET L-4.10NORTHKnow what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
XT-11
-- --
4.11
TIERRA REJA
D
A
RO
A
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
RO
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
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D
TIERRA REJA
D
A
R
O
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D
TIERRA REJA
D
A
R
O
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D
TIERRA REJA
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TIERRA REJA
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TIERRA RE
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TIERRA REJA
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TIERRA REJ
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TIERRA R
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D
TIERRA REJA
D
A
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D
TIERRA R
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D
A
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A
D
TIERRA REJ
A
D
A
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O
A
D
TIERRA REJA
D
A
R
O
A
D
DRIVEWAY
TIERRA R
E
J
A
D
A
R
O
A
D
MOUNTAIN TRA
I
L
STREET
KEY MAP:
N.T.S.NORTH359
470475480490485495500
500
505
510
TIERR
A
R
E
J
A
D
A
R
O
A
D
COUNTRYWOOD ROADTIERR
A
R
E
J
A
D
A
R
O
A
D
V V V
V
V
V
VV
V VV
LIMIT
O
F
W
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K
LIMIT
O
F
W
O
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LIMIT OF
W
O
R
K
LIMIT OF
W
O
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K
LIMIT OF WORK
LIMIT OF WORK
LIMI
T
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F
W
O
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K
LIMIT
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F
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LIMIT O
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LIMIT O
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LIMIT OF
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LIMIT OF
W
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LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORKCW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CWCW
SC SC
SC
SC
SC
SC
SC
SC
SC
SC
SC SC SC SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
RE
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RE RE RE RE
SC SCSCSC
SC
SC
SC
CW
CW
CW
SCSC
RE
CW
CW
SHRUBS BOTANICAL NAME COMMON NAME SIZE SPACING WATER USE CITY N.A.P
QTY QTY
Calliandra x `Sierra Starr` TM 5 Gal.Per Plan L 113 31
Carpenteria californica `Elizabeth` Bush Anemone 5 Gal.Per Plan L 28
Cotoneaster salicifolius repens Willowleaf Cotoneaster 1 Gal.Per Plan M 295 31
Dendromecon rigida Bush Poppy 5 Gal.Per Plan VL 5
Juncus patens California Gray Rush 1 Gal.Per Plan L 12
Muhlenbergia rigida `Nashville` TM Purple Muhly 1 Gal.Per Plan M 1,054 117
Philadelphus lewisii Wild Mockorange 5 Gal.Per Plan M 3
Philadelphus microphyllus Littleleaf Mockorange 5 Gal.Per Plan L 22
Rhamnus californica `Eve Case` California Coffeeberry 5 Gal.Per Plan L 66 40
Rhus integrifolia Lemonade Berry 5 Gal.Per Plan L 27 5
Rosa californica California Wild Rose 1 Gal.Per Plan L 13
Salvia clevelandii Cleveland Sage 1 Gal.Per Plan L 319 41
CE
CW
DR
PW
PL
RE
RI
RC
SC
SHRUB & GC PLANTING LEGEND:GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING WATER USE CITY N.A.P
QTY QTY
AM Achillea x `Moonshine`Moonshine Yarrow 1 Gal. 24" O.C. L 2,948 391
BB Bouteloua gracilis `Blonde Ambition` Blue Grama 1 Gal. 24" O.C. L 1,651 52
CP Carex pansa Sanddune Sedge Plugs 12" O.C. M 46,914 2,626
DL Dianella revoluta `Little Rev` Little Rev Flax Lily 1 Gal. 24" O.C. L 1,487
II Iris douglasiana Douglas Iris 1 Gal. 30" O.C. M 169
JB Juniperus horizontalis `Blue Chip` Blue Chip Juniper 1 Gal. 48" O.C. L 741
PD Penstemon baccharifolius `Diablo` TM Rock Penstemon 1 Gal. 18" O.C. L 1,120 251
P Penstemon heterophyllus Foothill Penstemon 1 Gal. 18" O.C. L 1,289 107
53
SHRUB PLANTING PLAN 1
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - A - SEE SHEET L-4.13NOR
T
H
22BB
36AM
29PD
17
P
14P
15
BB
25AM
20
PD
5
AM
29AM
27
PD
8
BB
12AM
14
BB
22P
37P
25
PD
31AM
33
BB
21BB
34PD
26
PD
13AM
27PD 29AM
19
PD
12PD
31AM
18
AM
26
PD
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
4.12
241CP
282CP
275
CP
532
CP
123CP
140CP
146CP
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE THIS SHEET.
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.1
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.1
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.1
FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.1
PHOTO SUBMITTAL NOTE:
ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE INSPECTED AND APPROVED BY
LANDSCAPE ARCHITECT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO SUBMITTALS
SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY MATERIAL DELIVERED TO SITE
WITHOUT APPROVAL IS SUBJECT TO REJECTION. PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE
ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. SUBMITTALS SHOULD INCLUDE
SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. PERSON, MEASURING TAPE, ETC.). TREES SHALL BE
NOTED WITH HEIGHT (FROM FINISH GRADE IN CONTAINER) AND CANOPY HEAD SIZE. LANDSCAPE
ARCHITECT SHALL BE NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS
PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
REGARDING QUALITY OF NURSERY STOCK.
MULCH NOTE:
CONTRACTOR SHALL INSTALL A 3" LAYER OF CHIPPED MULCH IN ALL SHRUB AREAS. MULCH SHALL BE
'FOREST FLOOR OR EQUAL' AVAILABLE AT PEACH HILL SOILS, MOORPARK, CA, CONTACT: (805) 529-6164.
SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR
OWNER'S REPRESENTATIVE'S APPROVAL.
TREE NOTE:
GROUND COVER AND SHRUBS ARE TO REMAIN 5'-0" AWAY ON BOTH SIDE OF TREE TRUNK (TYP).
HAND TRENCHING NOTE:
ALL TRENCHING WITH IN ALL EXISTING TREE DRIPLINES (UNDER CANOPY AND PERIMETER) SHALL BE
HAND TRENCHED. NO ROOTS 1" IN DIAMETER OR LARGER SHALL BE CUT OR REMOVED WITHOUT CITY
APPROVAL.
PLANTING NOTES:
1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES "SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL (ATNO ADDITIONAL COST TO THE OWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND.LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.
2. CONTRACTORS SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS.
3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.
4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE.
5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS.
6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. (SEE SPECIFICATIONS).
7. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE.
8. LANDSCAPE CONTRACTOR SHALL TAKE FOUR (4) SOIL SAMPLES FROM THE SITE AT LOCATIONS APPROVED BY THE LANDSCAPE ARCHITECT. THE SAMPLES SHALL BE TAKEN AT A DEPTH OF 12' AFTER ROUGH GRADING AND SUBMITTED TO AN APPROVEDSOIL AND PLANT LABORATORY FOR AGRICULTURAL SUITABILITY TESTING. THE COST OF TESTING SHALL BE INCLUDED IN THE CONTRACTOR'S BID.
9. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE LANDSCAPE ARCHITECTPRIOR TO MODIFICATION OF THESE SPECIFICATIONS.
10. SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS.
11. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, THAT IS A DIRECT RESULT OF THELANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.
12. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOW STRIP OR HEADER BOARD AS INDICATED ON DRAWINGS.
13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE.
14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING PLAN. WHERE SOD IS TO BE INSTALLED ON A SWALE,THE FINISH GRADE MUST BE ADJUSTED SO THE SOD DOES NOT RESTRICT THEFLOW.
TIERRA REJ
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KEY MAP:
N.T.S.NORTHNOT A PART NOTE:
ALL CLOUDED AREAS TO BE INSTALLED PER SEPARATE BID HANDLED BY THE
SCHOOL DISTRICT .
274
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360
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Know what'sbelow.before you dig.CallR
PARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456 TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA 6705-09-18 MOPARCLOONRAKNAOIPFORAIICRRTED JU LY11983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRC ADG JOB # 1508-5
L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
Know what'sbelow.before you dig.CallR
PARKS RECREATIONANDCITY OFMOORPARKCOMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED3456 TIERRA REJADA ROADPARKWAY AND MEDIAN IMPROVEMENTSMOORPARK, CA 6705-09-18 MOPARCLOONRAKNAOIPFORAIICRRTED JU LY11983Richard KrumwiedeCA Lic. # 2834AZ LIC. # 29115NV LIC. # 44610221-A Trademark StreetRancho Cucamonga, CA 91730(909) 484-2800 GDJRC ADG JOB # 1508-5
L-2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
CW
SC SC
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PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.12
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.2
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.2
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.2
FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.2
54
SHRUB PLANTING PLAN 2
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - A - SEE SHEET L-4.12M
A
T
C
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L
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B
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MATCHLINE - B - THIS SHEETMATCHLINE - C - SEE SHEET L-4.14NO
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NORTH13AM
20AM 11
AM 21
PD 28
AM
26AM 14BB 18
PD 17P
20
AM
13AM
10AM
11
PD
15PD
21
AM
16
AM
16PD
29
AM
17PD
24
AM
21BB
36PD
8AM
48PD
4BB
20
AM
17AM
15
AM
20
PD
20AM 13
PD
43PD
20
P
20
AM
38
BB
21
P
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
274CP
7
PD
319
CP
272
CP 271
CP
4.13
TIERRA REJA
D
A
RO
A
D
COUNTRYWOOD DR
ARROYO SIMI
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DRIVEWAY
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KEY MAP:
N.T.S.NORTHNOT A PART NOTE:
ALL CLOUDED AREAS TO BE INSTALLED PER SEPARATE BID HANDLED BY THE SCHOOL DISTRICT .
NOT A PART NOTE:
ALL CLOUDED AREAS TO BE INSTALLED PER SEPARATE BID HANDLED BY THE SCHOOL DISTRICT .
245
CP 202CP
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TIERRA REJADA ROAD
MOUNTAIN TRAIL STREETMOUNTAIN TRAIL STREETTIERRA REJADA ROAD
V V V V
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LIMIT OF WORK
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MOUNTAIN MEADOW DRIVETIERRA REJADA ROAD
M
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LIMIT OF WORK
LIMIT OF WORK
RI CE
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PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.12
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.3
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.3
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.3
FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.3
55
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - C - SEE SHEET L-4.13MATCHLINE - D - THIS SHEETMATCHLINE - D - THIS SHEETMATCHLINE - E - SEE SHEET L-4.15NORTHNORTHKnow what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
491
CP 14
BB
515
CP
20
AM
22
DL
44P 657CP18
DL
290
CP
12AM
27AM27BB39DL
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17AM 486
CP 28
AM
12BB
18DL
551
CP
52P
29AM
57
BB
40P
329
CP
30
AM
4
DL
41P 468
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31AM
35AM
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29
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27
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17DL
18
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566
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11DL
16
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17
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476CP
33P
37BB
24AM
30
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23
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38
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479
CP
20BB17DL
22
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20
AM 28AM 551CP
10
DL
SHRUB PLANTING PLAN 3 4.14
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KEY MAP:
N.T.S.NORTH9
JB
18
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20
DL
26
JB 7JB
8JB
20DL 31JB
28JB
24BB
362
520
515
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V V
V V VVV
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
SC
SC SC
SC
SCSC SC
SCSCSC
SC SC SC
SC SC
SC SC SC
SC
SC
SC
SC SCSC SCCWCW
CW
CW CW
CW
CW
CW
CW
CW CWCWCW
CW
CW CW CW CW
CW
CW
CWSCSCSCSCRI
RI
RI
RIRE
RE
RERERE
RE
RE RE
RECWSC
CW
CW
CW
CW
CW
CW
CWCW CW
CW
CW
CW
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.12
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.4
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.4
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.4
FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.4
56
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - E - SEE SHEET L-4.14MATCHLINE - F - THIS SHEETMATCHLINE - G - SEE SHEET L-4.16MATCHLINE
-
F
-
TH
IS
SHEET
NO
R
T
H
NO
R
T
H
28PD
23PD
25AM 36AM 27AM
19
AM
18PD10PD
25
PD 26AM
27
AM
24PD
13AM20AM
SAMPLE LIMIT OF WORK AREA:
COMPLETED SAMPLE LIMIT OF WORK AREA
SAMPLE LIMIT OF WORK AREA:
COMPLETED SAMPLE LIMIT OF WORK AREA
SAMPLE LIMIT OF WORK AREA:
COMPLETED SAMPLE LIMIT OF WORK AREA
SAMPLE LIMIT OF WORK AREA:
COMPLETED SAMPLE LIMIT OF WORK AREA
SAMPLE LIMIT OF WORK AREA:
COMPLETED SAMPLE LIMIT OF WORK AREA
32
PD
19
AM 34
PD
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
326
CP 156
CP
157CP
279CP
186CP
SHRUB PLANTING PLAN 4 4.15
TIERRA REJ
A
D
A
R
O
A
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA REJADA
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
DRIVEWAY
TIERRA REJAD
A
R
O
A
D
MOUNTAIN
T
R
A
I
L
S
T
REET
KEY MAP:
N.T.S.NORTH37
P 14
P 410CP
29JB
25JB
24
JB
34P 16
P
375CP
276
CP
20
AM
26PD41P 13AM 32AM 17
AM
185CP
19
AM 368CP
363
525
525
530
535
TIERRA REJADA ROAD
TIERRA REJADA ROADMULTITRUNK
VV
VV
V
V
V V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
RE
SC
SC
SC SC SC
SC SC SC
SC
SC
SC SCSC
SC
CW
CW
CW
CW
CW CW CW CW CW
CW
CW CW CW CW CW
CW CW CW CW
CW
CW CW
CW
CW
CW
CWCW CWCWRERERESCSC
SC
RI RI
RI
RI RI RI
SC CW
CW
CW
CW
CW
CW CW
CW
550
545
535
540
555
560
550 550565
560
555
TIERRA REJADA ROAD
WALNUT CREEK ROADTIERRA REJADA ROAD
RHAPHOL
E
PI
S
WHITE R
O
S
E
AGAPAN
T
H
U
S /
D
A
Y
LILY
M
V
V
V
V
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF W
O
R
K
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKSC SC
SC SC
SC
SCSCSCSC
SC
SC
SCSC
SCSCSC
SCSCSC
SC SC
SC
SC
SCSC
SC
SC SC
SC
RE
CW
CWCW
CW
CWCWCW
CW
CW
CW CW CW
CW
CW CW
CW
CW
CW
CW CW CW
RE RE
RE
RE
RE
RE
RE RE
RE
RE
RE
RE
RE RE
RE
RERE
RE RE
CW CW
PL
PL
PL PL
PLPL PL PL
PL
PL
PL
PLPL
PL
CECE
CE
CE
CE
CE
SC
SC
CW
CW
CWCW
CW
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.12
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.5
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.5
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.5
FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.5
57
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - G - SEE SHEET L-4.15MATCHLINE - H - THIS SHEETMATCHLINE - H - THIS SHEETMATCHLINE - I - SEE SHEET L-4.17N
O
R
T
H
NORTH
33
PD 36
AM
25
P
26P
25AM17
BB 25P
38BB
18AM
28P 39
AM
21
PD
24
P
23
AM
14DL
24AM
16AM
15
AM
13
DL
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
191CP
500
CP
357CP 534
CP
425
CP
1,131
CP
975
CP
498CP
SHRUB PLANTING PLAN 5 4.16
TIERRA RE
J
A
D
A
R
O
A
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA REJA
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJADA
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
DRIVEWAY
TIERRA REJA
D
A
R
O
A
D
MOUNTAIN
T
R
A
I
L
S
T
REET
KEY MAP:
N.T.S.NORTH41P
8BB
12
AM
12
DL 399CP 10
BB 20
JB
7BB
393CP 22DL
10AM
8BB 31JB
22AM
24JB17AM
7BB
480
CP
480CP
8BB
21DL
15JB 19DL
16AM 24P
393CP
306
CP20
AM 23
AM
22PD 520
CP 23AM 24
PD
41PD
295CP
48P
28
AM
441CP
36
P
64CP
29AM
15
AM
24
AM 39
BB9
AM
14JB29
AM23
PD
20
P
18AM 30P
29
AM
238
CP
34PD20
AM
28PD
27P
14DL
364
575
580
585
565
570
575
580
585
590
56
5 575580570
580TIERRA REJADA ROAD
TIERRA REJADA ROAD
M
RHAMNUS AND RHU
S
H
E
D
G
E
CF
V
VVV
VVV
V
V
VV
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORKLIMIT OF WORKCW
CW
CWCWCWCW
CW
RE CW
CW
CW
CW
CW CW CW
CW
CW
CW
CW
CW
CW
CW
RE RERERERERERERE
RE
RERE
SC SCSCSC
SC
SC
SC
SC
SC SC SC SC SCSCRI
RI RI
RI RI
RI
PL
PL
PL
PL
PL
PLCE
CE
CE
CE
CERCRCRC
RC
RC
RC
RC RC RCRC
RC RCRC
CW
CWCW
CW
CW
CW
CW CW
CW
CW
CW
CW
CW
CW
CW
CW
580
580
575
585590
585
600
590
580
585
595
BROOKHURST COURTTIERRA REJADA ROAD
TIERRA REJADA ROAD
CG
CH
V
V
V
V V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK
SC SC SC
SC SC
SC
SC
SC SC SC SCSCSCSCSC SCSC
SC
CW
CW CW
CWCW
CW CW
CW
CW
CWCWCWCW CW
CW CW
CW
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.12
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.6
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.6
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.6
FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.6
58
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - J - THIS SHEETMATCHLINE - I - SEE SHEET L-4.16MATCHLINE - K - SEE SHEET L-4.18MATCHLINE - J - THIS SHEETNORTHNORTH22AM
17BB21
PD13
P15AM19AM
12DL 15
AM10
DL
28BB
11DL
17AM
26AM
23BB
23
DL
20
BB
17AM 15BB
7
BB
11P
15
AM
25
DL
23
BB
17BB 23BB
13AM
30P
21
AM
13DL
18
DL
12AM
12
AM
16
II
23II
75P
44
BB 27AM 52
BB
16
AM
44
II
71BB
21II 21P
13BB
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
148
CP 200
CP
583CP 411CP
524CP
377CP
163CP
1,807
CP
710
CP
412CP
521CP
SHRUB PLANTING PLAN 6
GROUNDCOVER NOTE:
EXISTING GROUNDCOVER AND MULCH TO REMAIN. PROVIDE ADDITIONAL 2"
MULCH COVER AT SHRUB AREAS (EXCLUDE CAREX G.C. ZONES).
4.17
TIERRA REJ
A
D
A
R
O
A
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA REJAD
A
R
O
A
D
TIERRA
R
E
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA REJ
A
D
A
RO
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJADA
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA R
E
J
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJ
A
D
A
RO
A
D
DRIVEWAY
TIERRA REJA
D
A
R
O
A
D
MOUNTAIN
T
R
A
I
L
S
T
REET
KEY MAP:
N.T.S.NORTH34JB
11JB
314CP
89
CP
12
JB
8
JB
22JB
33
JB
34
JB
22JB24AM
16
JB
13
BB
28
PD
12
AM
28P
26
JB
365
600
590
605
585
595
600
605
610600
590 595
TIERRA REJADA ROAD
PHEASANT RUN STREETTIERRA REJADA ROAD
V
V
V
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK
RE
RE
RE
RE
RE
RE
RE RE
RE RE
RE
RE
PW
PW
PW
DR
DR
SC SC
SCSCSC
SC
SC
SC
SC SC
SC
SCSCSC SC
CW CW
CW
CW
CW
CW
CW
CW
595
590
600
605 605
610 610
615 615
605
600
600
595
605TIERRA REJADA ROAD
PEACH HILL ROADTIERRA REJADA ROAD
CI
V LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
SC SC SC SC
SC SC SCSC
SC
CW CW
CW
CW CW
CW
CW CW
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.12
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.7
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.7
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.7
FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.7
59
RLS
0
SCALE: 1" = 20'
10' 20'40'80'
4.18MATCHLINE - K - SEE SHEET L-4.17MATCHLINE - L - THIS SHEETMATCHLINE - L - THIS SHEETMATCHLINE - M - SEE SHEET L-4.19NORTHNORTHKnow what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE SHRUB PLANTING PLAN 7
32BB
39
AM
17
DL
250
CP
21
AM
14DL
24
AM 22P
325CP 10BB
46
AM
32DL
22
P
1,040
CP
34AM 199CP
45BB
30P
8BB
294CP
272
CP
15AM
38BB
13AM25DL
11DL 15
DL
14DL
38
CP
11
CP
90CP
16
DL
14DL27AM
40
BB
25DL 304CP39BB
402CP 9DL
307CP15DL
36
BB
27AM
233CP
TIERRA
R
E
J
AD
A
R
OA
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA RE
J
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJADA
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJADA
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJA
D
A
R
O
A
D
TIERRA REJAD
A
R
O
AD
TIERRA REJA
D
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJAD
A
R
O
A
D
TIERRA REJ
A
D
A
R
O
A
D
TIERRA REJA
D
A
R
OA
D
TIERRA REJADA
R
O
A
D
DRIVEWAY
TIERRA RE
J
A
D
A
R
O
A
D
MOUNTAIN TR
A
I
L
S
T
R
E
E
T
KEY MAP:
N.T.S.NORTH13
AM
416CP
19
DL
54AM
366
635
610
620
625
625
630
630
615 615620625
630
TIERRA REJADA ROAD
HIDDEN PINE COURTTIERRA REJADA ROAD
M
MV
CJ E
V
V
V
V
V
V
V
V V V
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORKSC
SCSCSC
SC SC SC
SCSC
DR
DR
RE
RE
RE RE RE
RE
RE
RE
RE
DR
REPL
PL
CW
CW CWCW CWCWCW
645
655
650
650
655
660
665
670
675
TIERRA REJADA ROAD
TIERRA REJADA ROAD
V
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKSCSCSC
SCSCSC
CW
CW
CW CW
CWCW CW
CW
CW
CW CW
CW
CW
CW
CW
CW
CW
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.12
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.8
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.8
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.8
FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.8
60
X
0
SCALE: 1" = 20'
10' 20'40'80'MATCHL
INE
-
M
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SHEET
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NO
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Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE SHRUB PLANTING PLAN 8
9DL
22AM 160CP
22
AM
480CP
21DL 7BB
15
AM
23
BB
24
P19DL
15
AM
393
CP
28AM
22DL
16AM
8
BB15
AM
4
AM
367
CP
389CP17DL186CP
13DL 6
DL
14
DL
726CP
7DL
6
DL
15DL
937CP
16AM 10PD700CP
15AM
16
AM
13
DL
191
CP
14
DL
15DL
314
CP
36PD
24BB 268
CP
20AM
10AM 48PD
4
BB
8
DL 14DL
17AM
412CP
15BB
7BB
11P 25DL
15
AM
126
CP
14DL
8
DL
296
CP
11
DL
186CP
16DL
4.19
TIERRA RE
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KEY MAP:
N.T.S.NORTH28
JB
35BB
26AM
28BB
176CP
367
675
685
700
675
680
685
690
695690
700
705
TIERRA REJADA ROAD
TIERRA REJADA ROAD
V
V
V
V
V
VLIMIT OF
W
O
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LIMIT OF
W
O
R
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LIMIT OF W
O
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LIMIT OF W
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LIMIT OF WO
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LIMIT OF WOR
K
LIMIT OF WO
R
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LIMIT OF
W
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LIMIT OF
W
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LIMIT OF W
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LIMIT OF WOR
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LIMIT OF WO
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SC SC SC
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685
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TIERRA REJADA ROAD
TIERRA REJADA ROAD
V
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LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
SCSCSC SCSC SC SC SCSC
CWCWCW
CW
CW
CW
CW
CW CW
CW
CW
CW
CW
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.12
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.9
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.9
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.9
FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.9
61
RLS
0
SCALE: 1" = 20'
10' 20'40'80'MATCHLINE - O - SEE SHEET L-4.19MATCHLINE
-
P
-
TH
IS
SHEETMATCHLINE - P - THIS SHEETMATCHLINE - Q - SEE SHEET L-4.21NORTHNORTHKnow what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE SHRUB PLANTING PLAN 9
551CP 15AM
27AM 18DL
38AM
9PD
25
PD
19
AM
18
PD
27AM374CP
105CP 6DL
15BB 148
CP
24
AM
200
CP
10DL
12DL 15AM
17DL
20
II12DL322
CP
7DL 12DL
12DL 12DL
371CP
191
CP
15
AM
16
AM13DL
22
AM
157
CP
140CP
12
DL
12
DL
11
DL
250
CP
449CP6
DL
397
CP
13DL13
DL
15
BB
25DL
412CP
7BB
11
P
38AM 470CP 17DL
20BB22P
20
AM
24BB 48PD
36PD
10
AM 268CP
4BB
20AM
15
AM
10
DL
176
CP
6DL
4.20
TIERRA REJ
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ARROYO SIMI
DRIVEWAY
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MOUNTAIN TRAI
L
STREET
KEY MAP:
N.T.S.NORTH17
JB10DL
35
JB
12
JB
30JB 24JB
368
700
705
695
695
695
690
TIERRA REJADA ROAD
SOUTHHAMPTONROADTIERRA REJADA ROAD
V
V
V
V
V
V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
SC SC SC
SC SC SC
CW
CW
CWCW
685 675
670
665
670
685
675665660
TIERRA REJADA ROAD
TIERRA REJADA ROAD
V
V
VV
V
V
V
V V V V V V V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WO
R
K
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
SC SC
CW
CW
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.12
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.10
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.10
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.10
FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.10
62
RLS
0
SCALE: 1" = 20'
10' 20'40'80'
SHRUB PLANTING PLAN 10
Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZEMATCHLINE - Q - SEE SHEET L-4.20MATCHLINE - R - THIS SHEETMATCHLINE - R - THIS SHEETMATCHLINE - S - SEE SHEET L-4.22N.T.S.NORTHNORTH39BB
486
CP
18II
12DL
7DL
18
BB
97CP
320
CP
12
DL
355CP
27PD
8
BB
14
AM
53DL
411
CP
5DL
27
DL411CP
7
AM
11II 19
DL
21
P 38
BB
10
II
9DL184CP15DL 15BB
8
DL
210
CP 18BB
324
CP
22
AM
7
BB
10
AM
8
DL
38
PD
392
CP
1,440CP 33PD 106
CP
188
CP
4.21
TIERRA REJ
A
D
A
R
O
A
D
COUNTRYWOOD DR
ARROYO SIMI
DRIVEWAY
DRIVEWAY
TIERRA REJAD
A
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KEY MAP:
N.T.S.NORTH24
JB
19
JB26JB
369
660
665
655
640
645
650 650TIERRA REJADA ROAD SPRING ROADTIERRA REJADA ROAD
V
V V V VV V V V
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
CW CW
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-4.12
FOR DETAILS, SEE SHEET L-4.23
FOR SPECIFICATIONS, SEE SHEET L-5.3
FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-1.11
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.11
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.11
FOR CORRESPONDING TREE AND GC PLANTING PLAN SEE SHEET L-4.11
63
RLS
0
SCALE: 1" = 20'
10' 20'40'80'Know what's below.
before you dig.Call
R
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE SHRUB PLANTING PLAN 11MATCHLINE - S - SEE SHEET L-4.21NORTH12DL 6II 149CP 16AM
4.22
TIERRA
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COUNTRYWOOD DR
ARROYO SIMI
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DRIVEWAY
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KEY MAP:
N.T.S.NORTH370
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
64
PLANTING
DETAILS 4.23
RLS
PLAN VIEW
LEGEND:
1. 'CINCH TIE' AS MANUFACTURED BY V.I.T. CO. (2) PER POLE. SEE
SPECIFICATIONS. NAIL TO TREE STAKE w/ 1" GALV. ROOFING NAIL
(4) REQUIRED.
2. 2" DIA. x 10' LODGE POLE PINE TREE STAKE, (2) PER TREE. LOCATE
OUTSIDE ROOT BALL.
3. CONTAINER ROOT BALL. SET 2" ABOVE F.G.
4. TEMPORARY 3" BERM TO FORM DEPRESSED WATERING BASIN.
ALL SIDES.
5. PREPARED BACKFILL MIX PER SOIL REPORT RECOMMENDATIONS.
6. FERTILIZER TABLETS AND QUANTITY PER PLANTING
SPECIFICATIONS.
7. PLANT PIT TO BE TWICE THE ROOT BALL WIDTH AND FLUSH WITH
THE BOTTOM OF THE ROOT BALL PER PLANTING SPECIFICATIONS.
8. UNDISTURBED NATIVE SOIL.
9. 3" MULCH LAYER. 3'-0" DIA. IN TURF AREAS
10. FINISH GRADE.
11. TREE PER PLANTING PLAN.
1
DOUBLE STAKE TREE PLANTINGASCALE: N.T.S.
NOTES:
A. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS
AT EDGE OF ROOT BALL w/ WATER FROM HOSE. DO NOT
CRACK ROOT BALL.
B. PLACE FERTILIZER TABS IN PLANT PIT PRIOR TO
PLANTING FOR OBSERVATION PURPOSES.
C. SET STAKES PERPENDICULAR TO PREVAILING WINDS.12"MIN.PREVAILING
WIND
2
3
9
1
2
12"
MIN.24"3"SECTION
2
3
9
5
7
10
8
4
6
11
11
LINEAR ROOT BARRIERBSCALE: N.T.S.
7'-6"
PLAN ISOMETRIC SECTION
LEGEND:
1. 18" DEEP LINEAR-STYLE ROOT BARRIER. PLACE BARRIER, IN TRENCH w/ THE VERTICAL RIBS FACING TOWARD TREE
AND ALIGN IN A STRAIGHT FASHION. USE HARDSCAPE EDGE AS A GUIDE AND BACKFILL AGAINST THE BARRIER TO
PROVIDE A CLEAN FIT. TOP OF BARRIER TO EXTEND TO 1" BELOW OF CURB OR WALK, OR 1" BELOW TOP OF MULCH
LAYER OR FINISH GRADE (WHICHEVER IS HIGHEST).
2. TREE TRUNK LOCATION (CANOPY SHOWN AS DASHED CIRCLE).
3. CONCRETE SIDEWALK PER PLAN.
4. CONCRETE CURB PER PLAN.
5. VERTICAL RIBS
6. COMPACTED SUB-GRADE.
7'-6"5'-0"OR LESS3
2
4
1
1
3
6
15'-0"OR LESS1"
MIN5
LEGEND:
1. HARDSCAPE / HEADER BOARD.
2. SHREDDED MULCH (MEDIUM GRIND). DO NOT USE BARK CHIPS.
3. FINISH GRADE.
4. SHOVEL CUT DEEPENED EDGE ADJACENT TO PAVING.
5. MULCH DEPTH PER PLANTING PLAN.
MULCHCSCALE: 1 1/2" = 1'-0"
NOTES:
A. MULCH UNDER TREES AND SHRUBS,
AND BLEND INTO EDGES AT
GROUNDCOVER AREAS.
1 2
4 3
54"12"
LEGEND:
1. UNDISTURBED NATIVE SOIL.
2. BACKFILL MIX PER PLANTING SPECIFICATIONS.
3. FERTILIZER TABLETS PER PLANTING SPECS.
4. PLANT PIT TO BE TWICE ROOT BALL WIDTH AND
FLUSH WITH THE BOTTOM OF THE ROOT BALL.
5. 3" BERM TO FORM WATERING BASIN.
6. ROOT BALL.
7. FINISH GRADE.
8. SHRUB PER PLANTING PLAN.
9. 3" THICK MULCH LAYER PER PLANTING PLAN.
SHRUB PLANTINGDSCALE: NOT TO SCALE
NOTES:
A. UNTANGLE MATTED ROOTS BY LOOSENING ALL
ROOTS AT EDGE OF ROOT BALL w/ WATER FROM
HOSE. DO NOT CRACK BALL OF ROOTS.
B. PLACE FERTILIZER TABS IN PLANT CONTAINER
PRIOR TO PLANTING FOR OBSERVATION PURPOSES.
1
2
4
3
9
6 7
8
5
LEGEND:
1. ORIGINAL GRADE.
2. SHRUB BASE CROWN SHALL ALIGN w/ SLOPE FACE.
3. BACKFILL MIX PER PLANTING SPECIFICATIONS.
4. BERM COMPACTED IN PLACE TO FORM WATERING BASIN.
5. AGRI-FORM FERTILIZER TABLETS PER PLANTING
SPECIFICATIONS.
6. PLANT PIT TO BE (2) TIMES THE WIDTH AND FLUSH WITH
THE BOTTOM OF ROOT BALL. BACKFILL AS PER PLANTING
SPECIFICATIONS.
7. BACK CUT AT 1:1 SLOPE.
8. 3" DEEP MULCH LAYER.
9. SUB-GRADE COMPACTED TO 90% MAX. DENSITY.
10. ROOT BALL.
9 3"SHRUB PLANTING ON SLOPEESCALE: NOT TO SCALE
NOTE:
A. UNTANGLE MATTED ROOTS AT
EDGE OF ROOT BALL w/ WATER
FROM HOSE. DO NOT CRACK
ROOT BALL.
3
5
6
7
1
4
1:1
1:1
8
2
10
LEGEND:
1. BACK OF CURB OR EDGE OF PAVING.
2. PLANT LOCATION.
SHRUB / GROUNDCOVER SPACINGFSCALE: 1'-0" = 1'-0"
LEGEND:
A. ALL SHRUBS/GROUNDCOVER SHALL BE PLANTED AT
EQUAL SPACING(TRIANGULAR) UNLESS OTHERWISE
INDICATED N PLANS. SEE PLANTING LEGEND FOR
SPACING REQUIREMENTS.EQUALEQUALEQUAL1
EQUAL
2
MAINTENANCE SCHEDULEGSCALE: NONE USED
WEEKLY ITEMS:
1. MOW GRASS TO HEIGHT OF 1".
2. REMOVE LEAF LITTER AND DEBRIS FROM BEDS.
MONTHLY ITEMS:
1. PRUNE GROWTH OF SHRUBS & GROUND COVERS AS NECESSARY TO KEEP NEAT AND
COMPACT, ELIMINATE IRRIGATION APPLICATION INTERFERENCE. EDGE GROUNDCOVER
PLANTS TO KEEP WITHIN PLANT ZONES. SEE ANNUAL ITEMS FOR GRASS-LIKE PLANTS.
2. REPLACE ANY SHRUB OR GROUND COVER THAT HAS DIED OR FAILS TO THRIVE w/
IDENTICAL PLANT MATERIALS OR THOSE WITH SIMILAR WATER REQUIREMENTS.
3. FERTILIZE ALL LAWN AND GROUND COVER AREAS w/ ORGANIC FERTILIZER, REFER TO
SOILS REPORT TO APPLICATION TYPE AND RATE.
4. REPLENISH MULCH BEDS AS NEEDED w/ SPECIFIED MULCH TO MAINTAIN ORIGINAL
THICKNESS OF 3".
5. REMOVE ALL WEEDS, LITTER, DEBRIS FROM SHRUB, MULCH AND GROUND COVER AREAS.
6. INSPECT AND TREAT PLANT MATERIAL FOR DISEASE AND/OR PEST PROBLEMS.
QUARTERLY ITEMS:
1. CHECK TREE GROWTH. PRUNE TREES TO THIN STRUCTURE, SHAPE, REMOVE SUCKERS
AND ANY DEAD OR BROKEN BRANCHES.
2. AERATE AND DE-THATCH TURF AREAS.
DO NOT HEDGE PLANTS UNLESS SPECIFIED BY DEVELOPER.
371
CONCRETE
PART 1 - SCOPE OF WORK
1.1 SCOPE OF WORK
A. Work includes, but is not limited to the following: Furnish all labor
and materials, appliances, tools, equipment, facilities,
transportation, and services necessary for installing all concrete
work complete as indicated on the drawings and specifications
including, but not limited to:
1. Furnish and set all reinforcing steel, bolts and anchors.
2. Install all items required by other trades, which are to be
cast into concrete.
3. Concrete mow curbs, banding, poured in place walls,
other flatwork, footings, pans and slabs for: walls fencing,
benches, controllers, decks, etc., where applicable.
PART 2 – GENERAL
A. All requirements of subsection 3.31, standard specifications for
Public works Construction, Shall apply except as specified herein.
2.1 INSPECTION OF SITE
A. Examine related work and surfaces before starting work in this
section. Report to the Landscape Architect in writing, site conditions
which will prevent the proper provision of this work. Beginning the
work in this section without reporting unsuitable conditions to the
Landscape Architect constitutes acceptance of site conditions by
the Contractor. Any required removal, repair, or replacement of this
work caused by unsuitable conditions shall be
done at no additional cost to Owner.
2.2 PROTECTION OF EXISTING CONDITIONS
A. Contractor shall acquaint himself with all site conditions. He shall
take necessary precautions to protect existing site conditions.
Should damage be incurred, this Contractor shall repair damage to
its original condition or furnish and install equal replacement at his
own expense, to the satisfaction of the Owner.
2.3 COORDINATION
A. Cooperation On-site: coordinate and cooperate with other
contractors to enable the work to proceed as rapidly and as
efficiently as possible.
B. Work with other trades: Coordinate with General Contractor items
of other trades to be furnished and set in place. Such portions of
their work as all or in part embedded, built-in, attached to, or
supported by the work shall be executed by them in ample time that
progress of the work is not delayed. Any cutting or patching made
necessary to comply with this injunction shall be done at the
contractor’s expense.
2.4 APPROVAL
A. Wherever the terms “approve,” “approval,” or “approved” are used
in the Specifications, they mean approval of the Landscape
Architect, the Owner’s representative or their field
representatives, or in writing.
2.5 SUBMITTALS
A. At least 10 days after award of contract, Contractor shall submit for
approval samples and /or manufacturers latest catalog cuts and
specifications of the following prior to beginning work. Approved
samples shall be standards for completing work.
1. One 2-ft x 2-ft x 2-in. sample for each type of concrete
finish and color at the job site.
2. Color samples for expansion joint compounds
3. All submittal data shall be forwarded in a single package
to the Landscape Architect within 15 days after award of
the General Contract unless otherwise approved by the
Landscape Architect and/or Owner’s Construction
Representative.
2.6 SUBSTITUTIONS
A. Standards; Specific reference to manufacturers’ names and
products specified in this section are used as standards; this implies
no right to substitute other material or methods without written
approval of the Landscape Architect.
B. Approval; Installation of any approved substitutions is Contractor’s
responsibility. Any changes required for installation of any approved
substitution must be made to the satisfaction of Landscape
Architect and without additional cost to Owner. Approval by
Landscape Architect of substituted materials and/or
dimensional drawings do not waive these requirements.
PART 3 – MATERIALS
A. Materials shall be of first quality and of domestic manufacture as
noted below.
1. Portland cement shall conform to ASTM-C150, Type I or
Type II.
2. Concrete aggregate shall conform to ASTM-C33.
3. Water shall be clean, free from strong acid, alkali, oil or
organic matter.
4. Admixture for all formed concrete shall be SIKA Chemical
Corp.’s “Plastiment”, or approved equal, applied in strict
accordance with manufacturer’s directions.
5. Reinforcement: Reinforcing steel ASTM-A15 and
ASTM-A305.Wirefabric: ASTM-A185
6. Forms:
a. Lumber shall be “construction grade” Douglas fir.
b. Plywood for forming of concrete which is exposed
shall be Plyform. All plywood used for forming shall
be at least 5/8-inch thick and edge sealed.
7. Expansion joint filler shall conform with ASTM-D1751
(pre-molded).
PART 4 – EXECUTION
4.1 CONCRETE DESIGN MIX
A. Contractor assumes responsibility for the design-mix and
guarantees the specified ultimate strength as indicated or specified
herein.
B. Concrete, minimum 28-day ultimate strength shall be 2000 PSI.
C. Ready-mixed concrete shall conform to ASTM-C94.
4.2 CONCRETE PROPORTIONS & CONSISTENCY
A. The proportions of aggregate to cement shall provide a dense
mixture which will readily work into all corners of the forms and
around all reinforcements without any segregation of the materials,
cause excess free water to collect on the surface or cause
excessive bleeding of the forms.
B. The recommended practices of the American Concrete Institute
shall be followed in all applicable procedures. The maximum slump
shall not exceed (4”) four inches for footings, slabs on grade, and
mass concrete; 5 inches for foundation walls.
4.3 CONCRETE APPROVAL
A. The concrete quality, proportions, consistency, etc., is subject to the
approval of Owner, and no changes shall be made without prior
written approval.
4.4 FORM WORK
A. Forms for concrete work shall be either metal or wood. Forms that
are warped or that do not have a smooth straight upper edge shall
not be used. Forms shall be set with the upper edge of the board
true to line and grade and shall be staked rigidly in place with
stakes set not more than four feet (4’) apart so as to remain
immovable throughout the construction. All forms shall be approved
by Owner within a tolerance of one percent (1%).All materials
shall be accurately and separately weighted and mixing shall
continue until the distribution of material is uniform and the mass of
concrete is homogeneous.
B. Two and one-half (2 1/2) gallons of water per cubic yard, shall be
withheld from the mix at the plant, and all or a portion may be
added to the mix at the job site as directed by the inspector. The
concrete shall be mixed at least 5 minutes after such water is added
and not less than 3 minutes of this time shall be immediately prior
to the discharge of the batch. Total mixing time after adding original
water shall be at least 15 minutes.
C. Concrete, which is not placed within 90 minutes after the
introduction of cement and water, and concrete, which has stood
for 30 minutes after leaving the mixer, shall not be used.
4.5 REBAR
A. Reinforcing bar shall be spliced with 40 bar diamers minimum
overlap.
4.6 CONVEYING AND PLACING
A. Before pouring, all forms shall be thoroughly cleaned and made
tight. The bottom of trenches shall be west down before pouring
footings; earth shall not be muddy at the time of pouring. Concrete
shall not be placed until reinforcements, rough hardware, and forms
are approved by Owner.
B. Before depositing new concrete against old concrete, all laitance
shall be removed, and the surfaces roughened to expose the
embedded aggregate. The surfaces shall then be covered with
cement grout, using the specified mix with 1/2 of the course
aggregate omitted, 1-1/2 inches thick.
C. Conveying and placing of concrete shall be done so as to prevent
separation of ingredients, and in no case shall the free fall exceed 6
feet.Tremies shall be used as required. Surfaces of concrete shall
be kept reasonably level, with a minimum amount of concrete being
allowed to flow after being placed. Placing shall be performed as a
continuous operation until each section is completed.
D. Concrete shall be spaded and vibrated with mechanical vibrators to
a maximum subsidence, without separation of ingredients.The
moving of concrete by vibration will not be permitted.
4.7 COLORED CONCRETE
A. Integral color and Dust-On color hardener shall be as specified on
plans and details.
4.8 GROUTING
A. Grout shall be composed of one part Portland cement and two parts
of fine aggregate by volume. Materials shall be mixed dry and water
added just sufficient to make the mixture flow under its own weight.
B. For dry tamp cement grout, a minimum of water shall be added to
the mix so that when wet sample is squeezed hard in the hand,
surface moisture, but no free water, shall appear on the sample. Do
not mix more than can be used in 30 minutes.
4.09 CURING AND PROTECTION
A. All exposed surfaces of concrete shall be protected from damage
due to temperature, elements, and construction operations.
B. Curing shall be as follows:
1. All exposed surfaces of concrete shall be protected from
premature drying and freshly placed concrete shall be
protected against wash by rain. All concrete shall be kept
wet for a period of ten days after placing. In order that
curing water may reach both surfaces of walls, the forms
shall be loosened and water shall be poured over the tops
of the walls and allowed to run down between the concrete
and the forms.
2. All liquid curing compounds shall be used in accordance
with the manufacturer’s recommendations and shall not be
used on surfaces receiving concrete hardener.
4.10 DEFECTIVE CONCRETE
A. Concrete which is not in accordance with these specifications, out
of line, level, or plumb; showing structural cracks, rock pockets,
voids, spalls, honeycombing, exposed reinforcing or other damaged
surfaces shall be considered as defective.
B. All fines and irregularities shall be removed from exposed concrete
surfaces while the concrete is still green. Where patching is
required, all loose and uniform concrete shall be removed prior to
patching.
4.11 CONCRETE FINISHES
A. Flat surfaces shall be screeded to the required levels and slopes
and then any excess water or laitance removed. Concrete shall be
compacted with a grid tamper and then floated to a true and level
surface within the tolerance of 1/8-inch along a 10-inch straight
edge. Contractor shall ensure positive drainage on all flatwork. See
Plans for concrete finish in landscape areas.
4.12 EXPANSION JOINTS
A. Placement of expansion joints shall be as directed and determined
by layouts of slab markings noted on drawings. Expansion joint
material shall be Poly Foam, or approved equal, or as noted on
Plans. Expansion joints shall be recessed one-quarter inch from
finish surface and sealed with a bead of gray Thiokol sealant or
equal. Silica sand to match concrete color shall then be tamped into
Thiokol bead.
4.13 CONTROL JOINTS
A. Control joints and other edges shall be formed in fresh concrete
using a clean edging or jointing tool to provide a smother uniform
finish.
4.14 PROTECTION
A. All finished concrete work shall be barricaded to pedestrian traffic
for three (3) days. Barricades shall be placed immediately after
concrete finishing. Contractor shall furnish, place and remove all
of his own barricades. Contractor shall be responsible for any
damage to new construction and replacement or repair of the work
shall be made without added cost to Owner.
4.15 PATCHING
A. If patching is necessary and permissible, a bonding agent such as
Weld-Crae, or equal, shall be used.
4.16 CONCRETE CURBS
A. Construct concrete curbs at locations shown on Plans as detailed,
true to line and grade, as approved by the local County or City. Use
natural gray Portland cement concrete, 2000 PSI compression
strength. Locate expansion joints as detailed or shown, and as
directed, at intervals not to exceed fifteen feet (15’). Finish with
steel trowel, then brush with bristle brush parallel to face or edge.
4.17 CLEAN-UP
A. Upon completion of all concrete work and before final acceptance,
Contractor shall remove all tools, surplus materials, apparatus,
debris, etc., from the site and the site shall be left in a clean, neat
condition acceptable to Owner.
PART 5 – WARRANTIES
A. In addition to manufactures’ guarantees or warranties, all work shall
be warranted for one year from the date of final acceptance against
all defects in materials and workmanship by contractor. Warranty
shall also cover repair of damage to any part of the premises
resulting from defects in materials and workmanship to the
satisfaction of the Owner.
END OF SECTION
SITE CARPENTRY
PART 1 - SCOPE OF WORK
Contractor shall provide all materials and work necessary to furnish and install
complete and in place all site carpentry work shown on the Drawings and
Specifications herein.
1.01 WORK INCLUDED
Perform all work necessary and required for the construction of wood structures
and devices as indicated on the Drawings. Such work includes, but is not limited
to, the following:
A. Miscellaneous light form work
B. Stairs
C. Decks
D. Headers
E. Overhead structures
1.02 RELATED WORK IN OTHER SECTIONS
The following items of associated work are included in other sections of these
Specifications:
A. Painting
PART 2 - GENERAL
2.01 SUBMITTALS
Submit color samples of all samples of all paints and stains to Landscape
Architect for approval, 10 days prior to application.
2.02 STORAGE AND HANDLING
A. Storage: Lumber shall be stored in neat stacks at the site unless it
is to be used immediately. All lumber shall be piled so that it may be
readily inspected and shall be handled in a manner that will avoid
injury or breakage.
B. Piling Wood/Protection. Structural timber shall be neatly piled on
skids above ground and shall be protected from the sun when
necessary to prevent warping. Treated lumber shall be handled with
rope slings. Cant hooks, peaveys, or other sharp instruments shall
not be used in handling treated timber. Undue injury in handling will
be cause for rejection.
PART 3 -MATERIALS
A. Grading standards: Redwood shall be in accordance with "Standard
Specifications for Grades of California Redwood Lumber" graded
under the rules of the Redwood Inspection Service.
B. Lumber:
1. All lumber shall conform to the allowable characteristics
permitted within the applicable grading rules. No splits,
checks, holes, decay or other irregularities will be
permitted except those characteristic of that grade.
2. Unless otherwise indicated on Drawings or Specifications,
lumber shall be either redwood construction heart and /or
Douglas fir, re-sawn, with no exposed sapwood.
3. Header; Construction heart grade redwood header and
stake, where applicable. SAS or rough sawn as detailed.
C. Hardware:
1. Galvanized; All hardware required for fabrication, including
brackets, hangers, hinges, fasteners, and nails shall be
hot-dip galvanized.Screws, nuts, bolts, and washers shall
be hot-dip galvanized or cadmium plated.
2. Additional Hardware; When shown on the plans and in
addition to hardware, structural members fabricated from
steel, concrete, or other materials shall be incorporated
into the structure.
PART 4 - EXECUTION
4.01 QUALITY
Workmanship shall be first-class throughout. All lumber shall be accurately cut
and framed to a close fit and shall have even bearing over the entire contact
surfaces. All joints shall be square and tight unless otherwise shown. No
shimming will be permitted in making joints. Work shall be free of hammer
marks, dents or other disfiguration. Nails to be seated flush unless otherwise
shown. Unless otherwise indicated on Drawings, countersink finishing nails 1/16
inch. Unless otherwise indicated on drawings, holes for countersunk bolts shall
be bored with a bit 1/6 inch larger than the accompanying washer and to a
depth which allows bolt head to be secured flush with finish surface of wood
member. Holes for lag screws shall be same size as diameter of inner shank
(bolt size minus depth of thread).
4.02 HARDWARE
A. All bolts 5/8 inch and less in diameter shall be fitted with cut
washers, and all bolts and lag screws over 5/8 inch in diameter
shall be fitted with cast or malleable iron washers, unless otherwise
shown on the plans.
B. All exposed hardware items shall be installed as hot-dipped
galvanized unless otherwise instructed on plan.
4.03 NAILING
When toe nailing of structural members is required, toe nailing shall be at an
angle and penetration to firmly secure member.
4.04 EASED EDGES
Edges of seat decks, benches, handrails, planter caps and other exposed or
leading corners are to be eased.
4.05 HEADERS
Headers are to be installed in accordance with plans and details.
4.06 CLEANUP
All subcontractor's materials and tools of the trade shall be removed from the
job site upon completion of work. Subcontractor shall be responsible for
damage to the finished surfaces of other work. Subcontractor guarantees all
work will be performed in a good and workmanlike manner.
PART 5 - WARRANTIES
In addition to manufacturers' guarantees or warranties, all work shall be
warranted for one year from the date of Final Acceptance against defects in
materials and workmanship by Contractor. Warranty shall also cover repair of
damage to any part of the premises resulting from defects in materials and
workmanship to the satisfaction of the Owner.
END OF SECTION
PAINTING
PART 1 - SCOPE OF WORK
1.01 WORK INCLUDED
Furnish all labor, tools, equipment, materials, transportation, and perform all
operations necessary and incidental to proper execution and completion of all
painting work in accordance with the Drawings and Specifications. Such work
includes, but is not limited to, the following:
A. Handrails
B. Miscellaneous metals
C. Wood overhead structures
D. Decks
E. Fencing
1.02 RELATED WORK IN OTHER SECTIONS
The following items of associated work are included in other sections of these
Specifications:
A. Shop paint of steel materials and miscellaneous metal items
PART 2 - GENERAL
2.01 SUBMITTALS
Before beginning work, prepare for approval a sample of each color and finish
required. Such samples, when approved, shall constitute standards for color
and finish for acceptance of completed work. Samples shall be made upon
materials corresponding with those to be finished on the site. All work shall
match the approved colors and samples. Submit samples to the Landscape
Architect 15 days prior to construction for approval.
2.02 PRODUCT HANDLING
All painting materials shall be delivered to the site in the manufacturers' original
containers with labels intact and seals unbroken. They shall be stored in a safe
place, in accordance with current local regulations. All necessary precautions
shall be taken to avoid danger of fire.
2.03 ENVIRONMENTAL CONDITIONS
Surfaces shall be painted only when they are free from moisture. No painting of
exterior surfaces shall be done less than 72 hours after a rain, nor during
periods of dew or fog. Receiving surfaces shall be properly dried out before
proceeding with the work. No painting shall be done when temperature is below
50 degrees Fahrenheit.
2.04 SCAFFOLDING AND PROTECTION
Furnish, maintain and remove all scaffolding and ladders required for this work,
and all drop clothes for the protection of walks, fixtures, or other surfaces not to
be painted. Painted and finished surfaces subject to damage or defacement
shall be properly protected and covered. Contractor shall be responsible for any
and all damage to painted work, and to that of other work caused by operations
under this Section.
PART 3 -MATERIALS
3.01 MANUFACTURERS
A. Materials are specified by brand names to establish a standard of
quality. The Landscape Architect will consider substitutions for
brand names of products specified, provided the procedures set
forth for substitutions and submittals are followed. The Landscape
Architect reserves the right to reject any material which, in his
opinion, will not produce the quality of work specified herein. The
term "paint" as used herein includes enamel, paints, stains,
varnishes, emulsions, lacquers and sealers. The following
manufacturers' products and numbers constitute the standards for
the primer and finish coats of the paint hereinafter specified:
1. Primer: Federal Specification TT-P-86, Type II (red
lead/alkyd type) or TT-P-645 (zinc chromate type) to be
compatible with finish coat.
2. Finish Coats: Enamel, paint, stain, varnishes, emulsions,
lacquers and sealers shall be as specified on plans and
details.
3.02 COLOR AND LIFE OF FINISH
A. Colors shall be selected by Landscape Architect. Owner reserves
the right to change colors to match and/or contrast building colors
up to and including time of execution.
B. Color of all surfaces finished under this Section shall, at the end of
one year, have remained from serious fading, and no variations will
be allowed. All materials shall then have adherence to the end of
one year, and there shall be no evidence of blisters, running,
pealing, sealing, chalking, streaks or strains at the end of this
period.
3.03 MATERIALS FOR GENERAL USE
Thinner, linseed oil, or other solvents required shall be as recommended by
each manufacturer for his respective product.
PART 4 - EXECUTION
4.01 SURFACE PREPARATION
A. Painting: No painting or finishing shall be started until the surfaces
to be painted or finished are in proper condition in every respect.
Surfaces that cannot be properly prepared by the painter for
finishing shall not be painted or finished until they are rectified,
unless instructed otherwise by the Landscape Architect.
B. Cleanliness: Surfaces to be painted shall be clean and free of dirt,
dust, and any other substance which might interfere with the
application of the paint. All surfaces to be painted shall be in proper
condition to accept, and assume the proper adhesion and
functioning of, the particular painting or coating specified.
C. Notification: Surfaces which cannot be prepared or painted as
specified shall be immediately brought to the attention of the
Landscape Architect. Starting of work without such notification will
be considered acceptance by Contractor of the surfaces involved.
Contractor will be required to replace any unsatisfactory work
caused by improper or defective surfaces, as directed by the
Landscape Architect, at no additional cost to the Owner.
4.02 WORKMANSHIP AND APPLICATION
A. Quality: All painting shall be done by skilled and experienced
craftsmen working under the supervision of a capable foreman. All
workmanship shall be of the highest quality and to the complete
satisfaction of the Landscape Architect. All materials shall be
applied in accordance with the manufacturers' directions, and
materials shall be thinned only in compliance with the
manufacturers' specifications.
B. Preparation: All material shall be evenly brushed, rolled or smoothly
flowed on without runs or sagging and free from drops, ridges, laps,
and brush marks. No coats shall be applied until any previously
applied coats have thoroughly dried. Sand surfaces between coats
as necessary to produce a smooth finish.
C. Application shall be as follows:
1. Paint: Two coats to match color of buildings - color to
be selected by Owner.
2. Primer: Two coats - one coat shop applied and one
coat site applied.
3. Unless otherwise instructed, all paints and primers shall
be sprayed or rolled on-site.
D. Finished Product: Completed painted surfaces shall be free of
blistering, running, peeling, scaling, streaks or stains, and the colors
of all surfaces shall remain free from fading and uniform in color.
4.03 CLEANUP AND CLEANING
A. Safety/Cleanliness: Upon completion of the painting work,
Contractor shall remove from the premises and dispose of all
scaffolding and equipment, surplus material, empty containers and
other debris resulting from Contractor's operations. The site shall be
left clean and neat in all respects.
PART 5 - WARRANTIES
In addition to manufacturers' guarantees or warranties, all work shall be
warranted for one year from the date of Final Acceptance against defects in
materials and workmanship by Contractor. Warranty shall also cover repair of
damage to any part of the premises resulting from defects in materials and
workmanship to the satisfaction of the Owner.
END OF SECTION
TUBULAR STEEL
PART 1 - SCOPE OF WORK
1.01 WORK INCLUDED
A. Furnish and install tubular steel per plans, details and
specifications.
1.02 RELATED WORK IN OTHER SECTIONS
The following items of associated work are included in other sections of these
Specifications:
A. Painting
PART 2 - GENERAL
2.01 QUALITY ASSURANCE
A. Qualifications:
1. Perform shop welding on the premises of a fabricator
licensed by the City Building and Safety Department.
2. Perform welding by welders approved and certified in
accordance with requirements of AWS.
B. Reference Standards:
1. "AISC Steel Construction Manual".
2. "Code for Arc and Gas Welding in Building Construction".
AWS D1.0 of the American Welding Society.
3. "Metal Finished Manual", of the National Association of
Architectural Metal Manufacturers (NAAMM).
2.02 SUBMITTALS
A. Submit complete shop drawings to the Landscape Architect and/or
Owner's Representative for review in advance of fabrication. Show
the following on the shop drawings:
1. Show dimensions, sites, thicknesses, gauges, finishes,
joining, attachments and relationship to adjacent work.
2. Where welded connections, concrete inserts, and other
items are required to receive other work, show exact
locations required.
3. For standard manufactured items, submit work sheets
showing illustrates cuts of items to be furnished, scale,
details and dimensions.
2.03 COORDINATION WITH OTHER WORK
A. Examine drawings and specifications, and include all miscellaneous
metal work which is not distinctly specified in other sections.
B. Provide all connections, anchors, bolts, welding, cutting, punching,
drilling, tapping or other connecting required to fit miscellaneous
metal with other work.
C. Provide items to be installed by other trades well in advance, to
permit proper sequencing and scheduling of other work.
PART 4 - MATERIALS
Materials shall be of first quality and of domestic manufacture as noted below:
A. Rolled steel shapes and steel plates: ASTM A36.
B. Steel tubing: ASTM A500 Grade A, or ASTM A501 seamless - G.A.
per details.
C. Steel pipe: ASTM A53, Type E or S, Grade A or A120, galvanized,
size as per plan and details.
D. Steel bolts: ASTM A307, Grade A.
E. Welding rods: Conform to AWS requirements for intended use.
F. Concrete inserts: As indicated on the plans.
G. Shop prime-coat paint: Conform to either FS TT-P-86 Type II for red
lead/alkyd type paint or to FS TT-P-45 for zinc chromate type paint
(2 applications - shop & site).
H. Touch-up for galvanized surfaces: All State #321 Galvanizing
Powder (30% tin, 30% zinc, 40% lead and flux) as manufactured by
All State Welding Alloys Co., or Speed Galvanized by W.D.L. Co. or
equal.
I. Non-shrink grout: Mini Wax Construction Products Division
Por-Rock, or approved equal.
J. Metal enamel: FS TT-P-37C - (2 coats).
PART 4 - EXECUTION
4.01 FABRICATION
A. Conform to the requirements of the referenced standards.
1. For manual welding, use low hydrogen type E7015 and
E7016 electrodes.
2. Weld preheat shall be determined from Mill Reports
showing the chemical composition of the reinforcement.
B. Shop prime all ferrous items to 1 mill dry coat thickness after
fabrication, deburring and grinding smooth welds and rough spots.
Touch-up after installation. Leave in proper condition to receive
finish painting.
1. Do not paint rebar and steel surfaces to be embedded in
or bonded to concrete.
C. Welds shall be ground smoothly, all weld spatter removed and work
shall comply with the specifications of the "American Welding
Society."
D. Subcontractor to perform all the above work in accordance with the
governing plans and specifications.
4.02 INSTALLATION
A. Miscellaneous metalwork shall be free from defects which would
impair strength, durability and appearance.
B. Erect plumb, straight, true and accurately fit in place. Brace,
reinforce, and anchor in place. Grind all field welds.
C. Provide non-shrink grouting of all frames, plates, sills, bolts and
other items not designated to be done by others.
D. Conceal all connections in the finished work, where possible.
Exposed screw connections shall be Allen-head screws matching
the material they fasten.
E. Set base plate for support posts, true and plumb in concrete footing
per details.
F. Protect all dissimilar metals from galvanic corrosion by pressure
tapes, coatings, or isolators.
G. After erection, clean off all rust, scale and oil. Clean field welds,
bolts, and abraded areas. Touch-up all areas with the same
material as used for the hop coat, leaving all surfaces ready to
receive finish coats. Apply second coat of primer on site.
H. Apply one primer coat and two finish coats of exterior metal enamel
to metal surfaces, color as selected by Owner's Representative.
4.03 REPAIR OF DEFECTS
A. All defective or damaged work shall be replaced, removed and
repaired as directed by the Landscape Architect or Owner's
Representative at no cost to the owner.
4.04 CLEAN-UP
A. Clean-up and remove from the site all unused materials and debris
resulting from the performance of this work not less than once a
week or the last working day each week. All trash shall be removed
completely from the project site.
B. Touch up: Contractor shall clean and retouch Contractor's work as
necessary, or as required for final approval by the Landscape
Architect within 24 hours notice.
C. Unpainted Surfaces: Contractor shall leave all surfaces not to be
painted, paving, hardware, or plant materials free from any paint,
stain, spatterings, smears or smudges which are the result of his
operation.
D. Location: Contractor shall not clean equipment and brushes or
dispose of thinners, paint or other chemicals in areas to be planted
or in the vicinity of existing plants.
PART 5 - WARRANTIES
In addition to manufacturers' guarantees or warranties, all work shall be
warranted for one year from the date of Final Acceptance against defects in
materials and workmanship by Contractor.Warranty shall also cover repair of
damage to any part of the premises resulting from defects in materials and
workmanship to the satisfaction of the Owner.
END OF SECTION
UNIT MASONRY ASSEMBLIES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes unit masonry assemblies consisting of the
following:
Adjust list below to suit Project.
1. Concrete masonry units (CMUs).
2. Face brick.
3. Cobble landscape paving.
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples for each type and color of exposed masonry units.
1.3 PROJECT CONDITIONS
A. Cold-Weather Requirements: Comply with cold-weather
construction requirements contained in
ACI 530.1/ASCE 6/TMS 602
B. Hot-Weather Requirements: Comply with hot-weather construction
requirements contained in ACI 530.1/ASCE 6/TMS 602.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Products: Subject to compliance with requirements, provide one of
the products specified.
2.2 CONCRETE MASONRY UNITS (CMUs)
A. Shapes: Provide special shapes for lintels, corners, jambs, sashes,
movement joints, headers, bonding, and other special conditions. If
retaining, also retain water-repellent mortar admixture.
1. Concrete Masonry Units: ASTM C 90.
2. Unit Compressive Strength: Provide units with minimum
average net-area compressive strength of 1900 psi.
3. Weight Classification: Medium weight
2.3 BRICK
A. Face Brick: ASTM C 216
Below is based on net area, as in Table 1 in the 2002 MSJC Specification,
rather than gross area reported by ASTM C 67.
1. Unit Compressive Strength: Provide units with minimum
average net-area compressive strength of 3000 psi
2. Initial Rate of Absorption: Less than 30 g/30 sq. in per
minute when tested per ASTM C 67.
3. Efflorescence: Provide brick that has been tested
according to ASTM C 67 and is rated "not effloresced."
4. Match size and type of units specified for building facing.
2.4 MORTAR AND GROUT MATERIALS
A. Portland Cement: ASTM C 150, Type I or II.
B. Hydrated Lime: ASTM C 207, Type S.
C. Masonry Cement: ASTM C 91.
D. Aggregate for Mortar: ASTM C 144.
5. For joints less than 1/4 inch thick, use aggregate graded
with 100 percent passing the No. 16 sieve.
E. Aggregate for Grout: ASTM C 404.
F. Water: Potable.
2.5 REINFORCEMENT
A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or
ASTM A 996/A 996M, Grade 60
2.6 MASONRY CLEANERS
Verify acceptability of cleaner for cleaning masonry with pigmented mortar joints
and for kinds of masonry units specified.
A. Proprietary Acidic Cleaner: Manufacturer's standard-strength
cleaner designed for removing mortar/grout stains from new
masonry without damaging masonry. Use product approved for
intended use by cleaner manufacturer and manufacturer of
masonry units being cleaned.
2.7 MORTAR AND GROUT MIXES
A. General: Do not use admixtures, unless otherwise indicated.
1. Do not use calcium chloride in mortar or grout.
2. Limit cementitious materials in mortar for exterior masonry
to portland cement and lime.
3. Add cold-weather admixture (if used) at same rate for all
mortar that will be exposed to view, regardless of weather
conditions, to ensure that mortar color is consistent.
B. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion
Specification.
C. Grout for Unit Masonry: Comply with ASTM C 476
2.8 GRANITE COBBLE: Shall be clean, unbroken granite river wash
cobble, 6” to 12” in size and locally available.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Use full-size units without cutting if possible. If cutting is required,
cut units with motor-driven saws; provide clean, sharp, unchipped
edges. Allow units to dry before laying unless wetting of units is
specified. Install cut units with cut surfaces and, where possible,
cut edges concealed.
B. Select and arrange units for exposed unit masonry to produce a
uniform blend of colors and textures. A simple test to determine if
wetting is required consists of drawing a circle the size of a quarter
on a brick and placing 20 drops of water in the circle; if water is
absorbed within 1-1/2 minutes, the brick requires wetting.
C. Wetting of Brick: Wet brick before laying if initial rate of absorption
exceeds 30 g/30 sq. in. per minute when tested per ASTM C 67.
Allow units to absorb water so they are damp but not wet at time of
laying.
3.2 LAYING MASONRY WALLS
A. Lay out walls in advance for accurate spacing of surface bond
patterns with uniform joint thickness and for accurate location of
openings, movement-type joints, returns, and offsets. Avoid using
less-than-half-size units, particularly at corners, jambs, and, where
possible, at other locations.
B. Pattern is usually running bond. If other bond patterns are required.
C. Bond Pattern for Exposed Masonry: Unless otherwise indicated,
lay exposed masonry in running bond; do not use units with less
than nominal 4-inch (100-mm) horizontal face dimensions at
corners or jambs.
D. Built-in Work: As construction progresses, build in items specified
in this and other Sections. Fill in solidly with masonry around
built-in items.
E. Fill space between steel frames and masonry solidly with mortar,
unless otherwise indicated.
F. Fill cores in hollow concrete masonry units with grout 24 inches
(600 mm) under bearing plates, beams, lintels, posts, and similar
items, unless otherwise indicated.
3.3 REINFORCED UNIT MASONRY INSTALLATION
A. Temporary Formwork and Shores: Construct formwork and shores
as needed to support reinforced masonry elements during
construction.
B. Placing Reinforcement: Comply with requirements in
ACI 530.1/ASCE 6/TMS 602
C. Grouting: Do not place grout until entire height of masonry to be
grouted has attained enough strength to resist grout pressure.
1. Comply with requirements in ACI 530.1/ASCE 6/TMS 602
for cleanouts and for grout placement, including minimum
grout space and maximum pour height.
ACI 530.1/ASCE 6/TMS 602 limits grout lifts to 60 inches
(1520 mm) unless an accepted grout demonstration panel
is used to establish alternative grout placement methods.
2. Limit height of vertical grout pours to not more than 60
inches
3.4 GRANITE COBBLE INSTALLATION
A. Granite cobble shall be placed into a minimum 3” thick concrete bed
between concrete curbs and/or paving.
B. Select cobble pieces to fit adjacent each other to minimize joint
width. Joint space shall be ½” to 2” maximum. Set height of units
such that at least half is set into fresh concrete. Final height of unit
shall not exceed 4” above adjacent paving.
C. Joints between units shall b flush with adjacent paving. Cobble
areas shall slope 2% minimum in one direction for drainage. Grout
joints as required to achieve drainage.
D. Clean the surface of all exposed cobble surfaces.
3.5 FIELD QUALITY CONTROL
A. Inspectors: Owner will engage qualified independent inspectors to
perform inspections and prepare reports. Allow inspectors access
to scaffolding and work areas, as needed to perform inspections.
3. Place grout only after inspectors have verified compliance
of grout spaces and grades, sizes, and locations of
reinforcement.
3.6 CLEANING
A. In-Progress Cleaning: Clean unit masonry as work progresses by
dry brushing to remove mortar fins and smears before tooling joints.
B. Final Cleaning: After mortar is thoroughly set and cured, clean
exposed masonry as follows:
1. Test cleaning methods on sample wall panel; leave
one-half of panel un-cleaned for comparison purposes.
2. Protect adjacent surfaces from contact with cleaner.
END OF SECTION
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
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TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
65
STAFF
5.1
CONSTRUCTION
SPECIFICATIONS
372
LANDSCAPE IRRIGATION SYSTEM
PART 1 – GENERAL
Refer to standard contract document for non-technical contractual requirements and conditions.
1.01 SCOPE OF WORK
Furnish labor, materials, equipment, appliances and services necessary for the execution and completion of “Landscape Irrigation” as indicated on the drawings
and/or herein specified.
PART 2 - MATERIALS
Materials shall be on first quality and of domestic manufacture unless otherwise noted.
2.01 SUBMISSION FOR APPROVAL
Furnish the articles, equipment, materials, or processes specified by name on the drawings and in specifications. No substitutions will be allowed without prior
written approval of the Owner’s Representative.
A. A complete material list shall be submitted to the Owner’s Representative prior to performing any work. Catalog data and full descriptive literature must
be submitted whenever the use of items different than those specified is requested. Notarized certificates must be submitted by plastic pipe and fitting
manufacturer indicating that material complies with specifications, unless material has been previously approved.
B. The material list shall be submitted using the following layout (double space between each item):
Item No. / Description Manufacturer Model #
1. Pressure Supply Lines Lasco Schedule 40
2. Lawn Head Buckner #404
3. Etc.
C. Equipment or materials installed or furnished without the prior approval of the Owner’s Representative may be rejected and such material removed from
the site at no expense to the Owner.
D. Approval of any items, alternates, or substitutes indicates only that product(s) apparently meet the requirements of the drawings and specifications on
the basis of the information or samples submitted.
E. Manufacturer’s warranties shall not relieve liability under the guarantee. Such warranties shall only supplement the guarantee. The Owner’s
Representative may, at his option, require a manufacturer’s warranty on any product offered for use.
2.02 GENERAL PIPING
A. Pressure supply line from point of connection through backflow prevention unit shall be per local code. Pressure supply lines downstream of backflow
prevention unit shall be per the legend.
B. Non-pressure lines shall be Class 200 PVC pipe
2.03 PLASTIC PIPE AND FITTINGS
A. All pipe shall be extruded of an improved PVC virgin pipe compound featuring high tensile strength, high chemical resistance and high impact strength.
In terms of the current ASTM Standard D-1769 or D-2241, this compound shall meet the requirements of cell classification 12454B for pipe and 13454B
for fittings. This compound must have a 2,000 psi hydrostatic design stress rating.
B. All pipe must bear the following markings: Manufacturer’s name, nominal pipe size, schedule or class, pressure rating in P.S.I. and NSF (National
Sanitation Foundation). The manufacturer shall also mark the date of extrusion of the pipe.
C. Solvent cement joints for plastic pipe and fittings shall be made as prescribed by the manufacturer. The high chemical resistance of the pipe and fitting
compounds specified in the foregoing sections makes it mandatory that an aggressive primer, which is a true solvent of PVC, be used in conjunction
with solvent cement designed for the fit of the pipe and the fittings of each size range specified.
D. Each pipe installer expected to make solvent points shall receive instructions in the proper assembly of such joints from the representative of pipe,
cement, or fitting manufacture before starting the job, unless he has been previously instructed on recommended solvent cementing procedures by a
competent representative of the manufacturer.
E. All fittings shall be standard weight schedule 40. At the purchaser’s discretion, contract preference may be given those suppliers able to furnish all types
of fittings required under this contract from a single manufacturer, in order that responsibility will not be divided in warranty claim situations.
F. All fittings shall be injected molded of an improved PVC fittings compound featuring high tensile strength, high chemical resistance, and high impact
strength. In terms of the current ASTM Standard D-1784-69, the compound must meet the requirements described in cell classification 12454B. Where
threads are required in plastic fittings, these shall be injection molded also. All tees and ells shall be side gated.
G. Apply primer and solvent on all pipe sizes and fittings. Primer solvent on both female and male ends.
H. All threaded nipples shall be standard weight Schedule 80, with molded threads.
I. All fittings shall bear the company’s name and trademark, material designation, size applicable I.P.S. schedule, and NSF deal of approval.
2.04 PVC CONDUIT/SLEEVING
Pipe that is used for control wire sleeving shall be PVC conduit Schedule 40: Type 1220. All wires under paving shall be installed in PVC conduit, or sleeves as
indicated in details and legend.
2.05 RING-TITE PVC PIPE
A. All pipe indicated on the working drawings, shall be Class 160 PSI Johns-Manville PVC pipe with ring-tite joints.
B. All ring-tite joints shall be sealed with rubber rings as provided by the manufacturer. All pipe joints shall provide for expansion and contraction.
C. Thrust blocks shall be provided as required for proper anchorage and durability of the ring-tite pipe. (Refer to Details)
2.06 BRASS PIPE AND FITTINGS (if required)
A. Brass pipe shall be 80% red brass. American National Standard Institute (ANSI), Schedule 40 screwed pipe. Fittings shall be medium brass, screwed
125 pound class.
2.07 BACKFLOW PREVENTION UNIT:
See plan for type, manufacturer and size.
2.08 QUICK COUPLING VALVES
A. The body of the valve shall be red brass with a wall thickness guaranteed to withstand normal working pressure of 150 PSI without leakage. Valve shall
have a 3/4-inch female threaded opening at base.
B. Hinge cover shall be red brass with a rubber-like vinyl cover bonded to it in such a manner that it becomes a permanent-type cover, yellow in color.
Hinge shall be locking type.
C. Quick couplers shall be installed as indicated on Plan and Details.
2.09 AUTOMATIC CONTROL VALVES, ELECTRICAL
A. Valve shall be per legend.
B. Valve shall be capable of being operated in the field without electricity at the controller, by a bleeding valve.
C. Valve shall be completely serviceable in the field without removing valve body from the line.
D. Valve shall be installed in a shrub area whenever possible and installed according to construction detail.
2.10 GATE VALVES
Approved gate valves shall be Nibco T-113 or Hammond 606-32 with bronze turning handles. Size and location shall be as indicated on Plan.
2.11 VALVE BOXES
All remote control valves, gate valves, and pressure relief valves shall be installed in suitable valve boxes as shown in details, complete with locking covers.
A. All concrete valve boxes shall be ‘Christie’ or an approved equal.
B. For round plastic valves boxes use 10” x 10 1/4” round box for all gate valves, Rain Bird, NDS, or OldCastle-Carson Specification Grade 910-10 with
Green bolt down cover or approved equal. Extension sleeve shall PVC 6-inch minimum size.
C. For rectangular plastic valve boxes use a 14" x 19” rectangular box for all electric control valves. Rain Bird, NDS, or OldCastle-Carson Specification
Grade 1419-12B with Green Bolt down cover or approved equal.
D. Install I.D. tags on all valves.
2.12 AUTOMATIC CONTROLLER
A. The Automatic Sprinkler Controller shall be as noted in the legend.
B. All wiring to and from the controller shall be through color-coded plugs and sockets. The controller shall be locking, weather-proof type, constructed of
heavy gauge steel with corrosion resistant enamel finish inside and out.
2.13 ELECTRICAL, HIGH VOLTAGE
A. Power to and connection to the automatic controller shall be provided by the Owner.
B. All electrical equipment outside of buildings shall be Nema 3 type, waterproof for such installation.
C. All high voltage work shall be installed under this section. Refer to Wiring, Low Voltage for additional information.
2.14 WIRING, LOW VOLTAGE
A. Connections between the controller and remote control valves shall be made with direct burial A WG-UF type wire, installed in accordance with valve
manufacturer’s specifications. Wire color: black or color coded for control, white for ground.
B. Sizing of wire shall be according to manufacturer recommendations, in no case less than #14 in size.
2.15 SMALL SHRUBBERY SPRINKLER HEADS
See irrigation plan legend for manufacturer and model numbers.
PART 3 – EXECUTION
3.01 GENERAL
A. Materials shall be of first quality and of domestic manufacturer unless otherwise noted.
B. Coordinate the installation of all sprinkler materials, including pipe, with the landscape drawings, to avoid interfering with the trees, shrubs, or other
planting.
C. For purposed of legibility, sprinkler lines are essentially diagrammatic. Although size and location of sprinkler equipment are drawn to scale whenever
possible, make use of all data in all of the contract documents and verify this information at construction site.
D. All work called for on the drawings by notes shall be furnished and installed whether or not specifically mentioned in the specifications.
E. Do not willfully install the sprinkler system as indicated on the drawings when it is obvious in the field that unknown obstructions or grade differences
exist, that might not have been considered in the engineering or if discrepancies in construction details, legend, or specific notes are discovered. All
such obstructions or discrepancies should be brought to the attention of the Owner’s Representative. In the event this is not done, the Contractor must
assume full responsibility for revisions necessary. Before any work commences, confer with the Owner’s Representative regarding general details of
work of this contract.
3.02 OBSERVATION SCHEDULE
A. Contractor will be responsible for notifying the Landscape Architect and Owner’s Representative in advance for the following observations according to
the time indicated:
1. Pre-job Conference – 7 days
2. Pressure supply line installation and testing – 36 hours
3. System layout – 36 hours
4. Coverage tests – 36 hours
5. Final Inspection – 48 hours
B. When observations have been conducted by other than the regular Owner’s Representative, show evidence of when and by whom these observations
were made.
C. No observations will commence without as-built drawings.
3.03 WATER SUPPLY
Connections to the existing points of connection shall be at the approximate locations shown on the drawings. Minor changes caused by actual site conditions shall
be made without additional cost to the Owner.
3.04 LAYOUT
Layout sprinkler heads and make any minor adjustments required due to differences between site and drawings. Any such deviations in layout shall be within the
intent of the original drawings, and without additional cost to the Owner. Layout shall be approved by the Owner’s Representative before installation.
3.05 GRADES
Before starting work on the sprinkler system, carefully check all grades to determine that work may safely proceed, keeping within the specified material depth.
3.06 ASSEMBLIES
A. Install the backflow assembly at the height required by local codes.
B. Routing of pressure supply lines as indicated on drawings is diagrammatic. Install lines (and various assemblies) to conform with details on plans.
C. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet. When called for, the pressure relief valve shall be the last
assembly.
3.07 LINE CLEARANCE
All lines shall have a minimum clearance of 4 inches from each other, and 6 inches from lines of other trades. Parallel lines shall not be installed directly over one
another.
3.08 TRENCHING
A. Dig trenched and support pipe continuously on bottom of ditch. Lay pipe to an even grade. Trenching excavation shall follow layout indicated on
drawings and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade.
B. Provide minimum cover of 18 inches on all pressure supply lines.
C. Provide minimum cover of 18 inches for all control wires. Provide minimum cover of 12 inches for non-pressure lines.
D. Provide minimum cover of 24 inches for all lines under paving.
3.09 BACKFILLING
A. Initial backfill on all lines shall be of a fine granular material with no foreign matter larger that 1/2-inch in size. Backfill material shall be approved soil.
B. Backfill material shall be tamped in 4-inch layers, under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe.
Materials shall be sufficiently damp to permit thorough compaction under and on each side of pipe, to provide support free of voids. Backfill for trenching
shall be compacted to dry density equal to the adjacent undisturbed soil, and shall conform to adjacent grades without dips, sunken areas, humps, or
other irregularities. Under no circumstances shall truck wheels be used for compacting soil.
C. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas.
3.10 PVC PIPE
A. PVC pipe shall be snaked in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer.
B. All plastic to metal joints shall be made with plastic male adaptors, unless otherwise shown in details.
C. The joints shall be allowed to set at least twenty-four (24) hours before pressure is applied to the PVC pipe system.
D. Main lines shall be tested in place before backfilling for a period of not less than four (4) hours and shall show no leakage or loss of pressure. During the
test period, minimum test pressure, at the highest point of the section being tested, shall be 150 pounds per square inch. Center filling of pipe lengths is
allowed.
E. After all new sprinkler piping and risers are in place and connected, all necessary work has been completed and prior to the installation of sprinkler
heads, control valves shall opened and a full head of water used to flush out the system for a minimum of five (5) minutes.
F. At the conclusion of a system flushing, the heads shall be installed and tested for operation in accordance with design requirements under normal
operating pressure. Contractor shall verify head pressures with pitot tube and adjust valve to correspond with design pressure.
3.11 INSTALLATION OF RING-TITE PVC PIPE
A. Except as may be noted in other parts of the Specifications or on the drawings, installation of Ring-Tite pipe and connecting fittings shall be outlined in
manual as furnished by pipe manufacturer, or as set forth by the Johns-Mansville Company Manual #772-62A. This shall include, but not be limited to,
the installation of the pipe at the proper depth and the correct location of concrete thrust blocks of adequate sizes. Contractor shall make available the
services of the manufacturer's representative at the start of the installation and during construction.
B. Each line shall be tested at a pressure 50 PSI greater than the manufacturer's recommended working pressure for a period of four (4) hours, with the
couplings and connections exposed and with the center of pipe section sufficiently supported and filled to hold pipe in place.
3.12 SPRINKLERS
A. All nozzles on sprinklers shall be tightened after installation. All sprinklers having an adjustment stem shall be adjusted on a lateral line for the proper
radius, diameter and/or gallonage per approval of the Owner's Representative.
B. Sprinkler heads and risers shall be installed according to details for final approval.
C. Spacing of heads shall not exceed the maximum indicated on the drawings. In no case shall the spacing exceed the maximum recommendation by the
manufacturer.
3.13 VALVES
A. Quick coupling valves shall be set approximately 12" from walks, curbs, header boards, or paved areas where designed. Refer to installation detail.
Place quick couplers in valve boxes.
B. Remote control valves shall be adjusted in order that a uniform distribution of water is applied by the sprinkler heads to the planting areas for each
individual valve system.
3.14 VALVE BOXES
A. Valve boxes shall be set one inch (1") above the designated finish grade in lawn areas and three inches (3") above finish grade in ground cover areas.
B. Valve boxes installed near walks, curbs, header boards, and paving shall not abut those items. Top surfaces shall be flush with, and perpendicular to,
items listed above.
C. Valve boxes shall be installed in shrub planters, not in turf areas whenever possible, unless otherwise approved.
3.15 AUTOMATIC CONTROLLER LOCATION AND INSTALLATION
A. The automatic controller shall be installed at the approximate location shown on the Plan, unless otherwise instructed by the Owner's Representative.
B. All local and other applicable codes shall take precedence in connecting the 100 volt electrical service to the controller. Owner shall provide power to
controller. Irrigation Contractor shall complete hook-up to controller.
C. There shall be adequate coverage of earth (18" minimum) over the 24-volt control wire. Bundle and tape wires at 15' O.C. and install adjacent to
mainline.
3.16 CONTROL WIRE
A. All electrical equipment and wiring shall comply with local and state codes and be installed by those skilled and licensed in the trade.
B. Connecting and splicing of wire at the valves or in the field shall be made using Rain Bird Pen-Tite connectors.
C. Three (3') feet long Pig-Tail wire splices shall be allowed only at 1500 ft. intervals. The wire splices shall be enclosed in an RCV Box with cover
stenciled 'E8' in yellow.
3.17 BACKFLOW PREVENTION UNITS
A. The backflow prevention units shall be installed as shown on Plans and Details. Backflow prevention units shall be installed per local codes including
certification.
3.18 FLUSHING THE SYSTEM
After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads,
the control valves shall be opened and a full head of water used to flush out the system for a minimum of 5 minutes. Sprinkler heads shall be installed only after
flushing of the system has been accomplished to the complete satisfaction of the Owner's Representative.
3.19 ADJUSTING THE SYSTEM
A. Adjust the valves and alignment and coverage of all sprinkler heads. If it is determined that adjustments in the irrigation equipment or nozzle changes
will provide proper and more adequate coverage, make all necessary changes or make arrangements with the manufacturer to have adjustments made,
prior to any planting. These changes or adjustments shall be made without additional cost to the Owner.
B. The entire system shall be operating properly before any planting operations commence.
3.20 COVERAGE TEST
When the sprinkler system is completed, perform a coverage test in the presence of the Owner's Representative to determine if the water coverage for planting
areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from plans, or where
the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Owner's
Representative. This test shall be accomplished before planting begins.
3.21 HYDROSTATIC TEST
All Hydrostatic tests shall be made only in the presence of the Owner's Representative, or other duly authorized representative of the Owner. No pipe shall be
backfilled until it has been inspected, tested, and approved in writing. Pressure supply lines shall be tested under a hydrostatic pressure of 150 pounds per square
inch for a period of four hours.
3.22 COMPLETION
A. Upon completion of the work, make ground surface level, remove excess materials, rubbish, debris, etc., and remove construction and installation
equipment from the premises.
B. Supply as part of this contract the following tools:
• Two wrenches for disassembling and adjusting each type of sprinkler head
supplied.
• Two keys for each automatic controller.
• Four quick coupler keys with attached hose swivels.
• Four (4) of each of all types of sprinkler heads and nozzles.
• Two keys for enclosure lock.
• Two cover lifting tools for valve boxes.
C. The above equipment shall be turned over to the Owner at the conclusion of the project. Before final acceptance can occur, evidence that the Owner
has received materials must be shown to the Owner's Representative.
PART 4 – RECORD DRAWINGS, CHARTS AND MANUALS
4.01 RECORD DRAWINGS
A. Record accurately on one set of black and white prints of the drawings, all changes in the work constituting departures from the original contract
drawings, including changes in both pressure and non-pressure lines.
B. Upon completion of each increment of work, transfer all such information and dimensions to the prints. The changes and dimensions shall be recorded
in a legible and workmanlike manner to the satisfaction of the Owner's Representative. When the drawings are approved, transfer all information to a
set of reproducible drawings at cost by the Owner's Representative.
C. Dimensions from two permanent points of reference (buildings, monuments, sidewalks, curbs, pavement, etc.). Locations shown on as-built drawings
shall be kept day to day as the project is being installed. All dimensions noted on drawings shall be 3/8-inch in size.
D. Show locations and depths of the following items:
•Point of connection.
•Routing of sprinkler pressure lines (dimension maximum 100 feet along routing).
•Sprinkler control valves (buried only).
•Routing of control valves.
•Other related equipment (as may be directed by the Owner's Representative).
E. Quick coupling valves.
F. Maintain as-built drawings on site at all times.
G. Make all changes to reproducible drawings in ink. If necessary, use eradicating fluid when redoing drawings.
4.02 CONTROLLER CHARTS
A. As-built drawings must be approved by the Owner's Representative before charts are prepared.
B. Provide one controller chart for each controller supplied, of the maximum size the controller door will allow, showing the area covered by the automatic
controller. 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 be enlarged to a size that will be readable when reduced. The chart shall be a blackline print and a different color shall be
used to show the area of coverage for each station.
C. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils. thick. The
chart shall be mounted using Velcro or approved equal type of tape.
D. These charts must be completed and approved prior to final inspection of the irrigation system.
4.03 OPERATION AND MAINTENANCE MANUALS
A. Prepare and deliver to the Owner's Representative within ten days by calendar prior to completion of construction, all required and necessary
descriptive material in complete detail and sufficient quantity, properly prepared in individual bound copies of the operation and maintenance manual.
The manual shall describe the material installed and shall be in sufficient detail to permit the operating personnel to understand, operate, and maintain
all equipment. Spare parts lists and related manufacturer information shall be included for each equipment item installed. Each complete, bound manual
shall include the following information:
1. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment with names and addresses of
local manufacturers.
2. Complete operating and maintenance instructions on all major equipment.
B. In addition to the above maintenance manuals, provide the maintenance personnel with instructions for major equipment and show written evidence to
the Owner's Representative at the conclusion of the project that this service has been rendered.
PART 5 - GUARANTEES
A. The entire sprinkler system shall be unconditionally guaranteed by Contractor as to material and workmanship, including settling of backfilled areas
below grade for a period of one (1) year following the date of final acceptance of the work. Owner may exercise option to withhold part of final payment
until the one year product/workmanship guarantee has elapsed from date of final acceptance.
B. If within one year from the date of completion, settlement occurs, and adjustments in pipes, valves and sprinkler heads or paving is necessary to bring
the system or paving to the proper level of the permanent grades, contractor, as part of the work under his contract, shall make all adjustments without
extra cost to Owner, including the restoration of all damaged planting, paving or other improvements of any kind. Should any difficulties develop within
the specified guarantee period which Owner feels may be due to inferior material and/or workmanship, these difficulties shall be immediately corrected
by Contractor to the satisfaction of Owner at no additional cost to Owner, within 48 hours of written notice, including any and all other damage caused
by such defects. Failure of Contractor to respond in a timely manner to repair damaged conditions, shall prompt owner to repair same and deduct costs
of labor, material and equipment used from Contractor's final payment.
C. The Owner reserves the privilege of making any emergency repair without relieving Contractor's warranty obligations.
D. Written guarantee shall be supplied in the completion of the project, showing date of completion
END OF SECTION
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
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A
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TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
66
STAFF
5.2
IRRIGATION
SPECIFICATIONS
373
PLANTING SYSTEM
PART 1 – GENERAL
Refer to standard contract document for non-technical contractual requirements and conditions.
1.01 SCOPE OF WORK
A. Work Included: All labor and materials, appliances, tools, equipment, facilities, transportation, and services necessary for and incidental to performing all
operations in connection with furnishing, delivery, and installation of “Landscaping”, complete, as shown on the drawings and/or specified herein. Work
includes, but is not limited to the following:
1. Provide the fine grading in all areas to be planted.
2. Furnish and apply weed control to all planting areas.
3. Preparation of soil in all planting areas per soils analysis.
4. Furnish and install all plant materials.
5. Stake trees.
6. Furnish and install sodded lawn.
7. Furnish and install redwood header board.
8. Furnish and apply bark mulch.
9. Pruning of nursery stock.
10. Maintenance of all plantings until end of maintenance period and acceptance.
11. Guarantee of material and workmanship.
B. Related work specified under other contracts (copies available from the Owner).
1. Concrete sidewalks and curbs.
2. Asphalt paving.
3. Rough grading.
4. Electrical.
C. Verification of Plant Quantities: Quantities given for plant materials are shown for convenience only. The Contractor shall provide all plants shown on
the plans.
PART 2 - MATERIALS
2.01 MATERIALS
If requested, samples of soils additives and plants shall be submitted for inspection and stored on the site until furnishing of materials is completed. Delivery may
begin upon approval of samples, or as directed by the Owner’s Representative. Substitutions in any material will not be permitted unless specifically approved in
writing by the Owner’s Representative.
A. Soil and Soil Amendments:
1. Fertilizer for soil conditioning and maintenance shall bear the manufacturer’s guaranteed analysis, and shall be as recommended in the required
soils laboratory report.
2. Fertilizer plant tablets shall be ‘AGRIFORM SLOW RELEASE’ to be applied per Manufacturer’s Specifications.
3. Application rates:
Apply 21 grams agriform tablets at the following rates per plant by size:
Shrubs:
• 1 gal. shrub – 1 tablet
• 5 gal. shrub – 3 tablets
• 15 gal. & 24” box shrubs – 1 tablet for each1/2” of trunk Diameter or each foot of height or spread.
Tress:
Apply one 21 gram agriform tablet for each1/2” of trunk Diameter or each foot of height or spread.
Ground Cover:
Apply one 5-gram agriform tablet per rooted ground cover cutting. Refer to Manufacturer’s Specification for installation procedure.
4. Organic amendments shall be nitrolized redwood sawdust (.5% actual nitrogen), or Fir Bark 1% nitrogen). It shall be fine textured, having
minimum 80% passing #8 screen and minimum 95% passing #4 mesh screen. Salinity shall be no higher than 3.5 milliohms per centimeter at 25
Centigrade as measured by saturation Pine shall not be used as an organic amendment.
B. Plant Materials
1. Quality and size of all plants shall conform to the California Standard Grading Code of nursery stock and shall be No. 1 grade. Plants shall be
vigorous, or normal growth, free from disease, insects, insect eggs and larvae. All plants shall equal or exceed any measurements specified and
shall be supplied from the source indicated when a source is specified.
2. Container stock shall have grown in containers for at least one year, but not over two years. Samples shall be shown to prove that no root bound
conditions prevail. No container plants that have cracked or broken balls of earth, when taken from container, shall be planted except on special
approval from the Owner's Representative.
3. Nomenclature conforms to customary nursery usage: For clarification, the term "multi-trunk" defines a plant having a minimum of three trunks and
a maximum of five trunks of nearly equal diameter.
4. Inspections; All plant materials must have been previously inspected at the nursery by a State or County Horticultural Department, and shall be
subject to the inspection and approval of the Landscape Architect before planting.
a. Inspection of Plant Material: Inspection of plant materials required by City, County, State, or Federal authorities shall be the responsibility of
the Contractor and where necessary he shall have secured permits or certificates prior to delivery of plants to the site.
b. Plants shall be subject to inspection and approval or rejection at place of growth and on the project site at any time before and during
progress of work or during the maintenance period. Poor condition, latent defects, injuries, and improper size, variety, and shape shall be
cause for rejection. Rejected plants shall be removed from the project site immediately.
5. Substitutions for the indicated plant materials will be permitted provided the substitute materials are approved in advance by the Landscape
Architect and the substitutions are made at no additional cost to Owner. Except for authorized variations, all substitute plant materials shall
conform to the requirements of these specifications. If the accepted substitute materials are of a less value than those indicated or specified, the
Contract price will be adjusted in accordance with the provisions of the Contract.
C. Tree support materials:
1. Stakes for tree support shall be lodge pole pine free from knots, rot, cross grain or other defects that would impair strength. Stakes shall be
pressure treated with pentachlorophenol, and a minimum of 2" diameter by 8'-0" long and pointed at one end.
2. Ties for holding trees shall be "cinch-tie" or approved equal. "Cinch-tie" manuf. by V.I.T. Products, 15561 Product Lane, D-4, Huntington Beach,
CA 92649.
3. Tree guying materials shall be as follows:
a. Ground anchors for guying shall be redwood per detail.
b. Guying wire shall be 12 gauge annealed galvanized steel.
c. Guying cable shall be a minimum of two strands, making a 3/16" diameter steel cable.
d. Hose chafing guards shall be new or used 2-ply, one half inch (1/2") reinforced rubber or plastic hose and shall be all the same color on the
project. Length shall be one and one-half times the circumference of the plant at its base.
e. Guying cable shall be covered with 3/8" dia. x 3" long white PVC tubing.
f. Turnbuckles shall be galvanized or cadmium-plated steel and have a 3" minimum lengthwise opening fitted with screw eyes.
g. Duckbill 88-OTS earth anchor may be used as an alternate to the guying materials specified above manuf. by Foresight Products, Inc. North
Glen, Colorado, (1-800) 325-5360.
D. Mulching: Mulch shall consist of processed wood fiber material equal to or supplied by Intravaia Rock and Sand, Upland, CA, (909) 982-6713. Submit
sample of any alternative material prior to purchase and/or placement for Owner's Representative's approval.
E. Lawn from Sod: Marathon Hybrid Fescue. Submittal for type and grower required for Architect's approval.
F. Header board/Mowstrip: See details.
G. Herbicides:
1. Herbicides used must comply with all applicable State and Federal laws and be registered with the U.S. Environmental Protection Agency
Herbicide control shall be:
a. Pre-emergency application of "Treflan 5% Granules" or equivalent, applied according to manufacturer's recommendations and incorporated
into soil as specified.
b. Post - emergence application of "Round-up" or equivalent, applied as specified by manufacturer.Spray with extreme care to avoid contact
with landscape plantings.
PART 3 – EXECUTION
3.01 GENERAL PREPARATION
A. Commence work as directed by the Owner's Representative and conduct operations continually to completion unless weather conditions are
unfavorable. All work shall conform to high standards of practice within the trade.
B. Clean up and remove from planting areas all existing plant material not removed under the general site construction contract, including roots and any
accumulated debris and rubbish before commencing work.Legally dispose of such materials off the site.
C. Underground Obstructions to Planting:
1. If underground utilities, construction or solid rock ledges are encountered, other locations for planting may be selected by the Owner's
Representative. Damage to utility lines shall be repaired at the Contractor's expense at no additional cost to the Owner or Tenant.
D. Protection of Existing Vegetation:
1. If lawns have been established prior to planting operations, the surrounding turf shall be covered in a manner that will protect turf areas before
excavations begin.
E. Storage: Store plants and materials on the project site, and ensure that they are protected from damage by sun, rain, wind, theft, vandalism, and
construction work. Water plants regularly.
3.02 INSPECTION OF WORK IN PROGRESS
A. Installations and operations in progress must be approved at various stages by the Owner's authorized Representative.
B. In no event shall the Contractor proceed from one state to another of the work, without prior approval of the Owner's authorized Representative.
C. The Contractor must notify the Owner's authorized Representative for inspections of the following stages of work:
1. When all grading within planting areas has been completed.
2. When all plants are ready to be delivered at the nursery or when plants have been delivered to the site and prior to any planting.
3. When all trees and shrubs have been spotted on the site where shown on the drawings.
4. When all tree and shrub pits have been excavated after water has leached out of the pits.
5. When weed germination and removal is complete, and seedbed is prepared but prior to installation of seed.
3.03 FINE GRADING
A. The Contractor shall import as required. The Contractor's bid shall indicate the total in-place cost of required import. No additional charges will be
allowed.
B. The soil shall not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form, or clods not
readily break up.
C. The Contractor shall be responsible for dust control in areas within the scope of this contract.
D. Rip in two directions to the depth of 12" on all areas upon which fill will be placed.
E. Rough grade requirements shall allow for soil amendments. Coordinate with General Contractor.
F. Bring to the attention of the Owner's authorized Representative all soil in planting areas that contain any deleterious substances such as oil, plaster
concrete, gasoline, paints, solvents, etc. Upon the approval of the Owner's authorized Representative, remove and dispose of all above mentioned soil
to the level of dryness in the affected areas. The affected soil shall be replaced with native soil. If the Contractor fails to notify Owner's authorized
Representative of the above-mentioned soil, the Contractor shall be responsible for any damage to installed plants caused by such substances.
G. If an area to be landscaped is not acceptable to the Contractor, he shall notify the Owner's Representative.
H. Finish grade all planting areas to a smooth and even conditions, making certain that no water pockets or irregularities remain. Remove and dispose of
all foreign materials, clods and rocks over one inch in diameter within six inches of the surface so that, after conditions and planting, the finish grade in
shrub and in groundcover areas is 3" below the top of all curbs and 1" below the top of all walks.
I. Omit roto-tilling on slopes 2 to 1 or greater in ration. Instead, lightly hand scarify the soil. Refer to Drawings for sloped areas, if any.
J. Patch all areas having damage from erosion and so related earth moving to create a smooth and regular surface for planting. Final grade to be
approved by Owner's Representative.
3.04 SOIL CONDITIONING (see also Fine Grading Section)
A. Broadcast the recommended soil additives per 1,000 square feet and cultivate to a depth of 6" based upon required soils and plant laboratory report. It
is the Contractor's responsibility to obtain soils tests. Soils analysis shall be done by Soils & Plant Laboratory, Inc. 412 S. Lyon, Santa Ana, CA (714)
558-8333. Copies of the report shall be sent to the Owner's Representatives.
B. For bidding purposes when no soils report is available in all planting areas the following application shall be made per 1,000 square feet of area and
shall be thoroughly cultivated in two directions into the top 9" of soil, and the area watered down:
- 2 CU. YDS. Nitrolized wood shavings
- 20 LBS. iron sulfate
C. Planting pits shall be excavated three times the diameter and 2" shallower than the root ball depth for trees, twice as wide and 6" deeper than the root
ball for shrubs. (Refer to planting details).
D. For plants other than azaleas, camellias, and ferns, backfill plant pits with soil excavated from pit Do not any additional amendments to backfill mix.
E. Prepare soil mix for back fill in pits for azaleas, camellias, ferns and other plants (as specified) as follows:
- 1/3 washed plaster sand
- 1/3 Canadian peat moss
- 1/3 Loamite or forest humus
F. Backfill mix for Palms shall be concrete sand. (Refer to details)
G. The prepared soil shall be uniformly blended in an area adjacent to the planting work and shall be accurately proportioned using a suitable measuring
container. Unused excavated soil shall be removed from site. Protect the mix from water until it has been placed in backfill around plants.
3.05 WEED CONTROL/ABATEMENT
A. Weed abatement: after earthwork, installation of irrigation system, and soil preparation, but prior to planting, perform weed abatement program to all
planting areas as follows:
1. Hydroseeded or hand seeded planting areas:
a. Apply sulfate of ammonia at the rate of 5 Lbs. per 1,000 Sq. Ft. to all areas be planted.
b. Keep area moist by regular irrigations for a period of two (2) weeds to germinate existing weed seeds.
c. At the end of two weeks, apply "Round-Up" or equal systemic herbicide. Do not irrigate within six (6) hours after application. Herbicide shall
be applied by an individual with appropriate license, refer to MFG specifications for period of time required from time of application to time
of implementing planting. After complete weed kill, remove all weed residue and top growth and dispose of in a legal manner. Alternative
methods of weed kill for item C may be Vapam or Methyl Bromide applied per licensed herbicide agency and specifications.
2. Shrub and hand planted ground cover areas:
a. Apply pre-emergent weed control chemicals to hand planted groundcover areas. Do not apply to areas to be seeded.
b. Proceed with installation of shrubs and groundcover after removal of any weeds by cultivation.
B. The Contractor shall be responsible for control of weeks in all landscape areas through the final acceptance of the work. Any selective week control
spray or physical week removal shall be the Contactor’s responsibly and the Contractor shall repair any damage resulting form week control activity.
C. All herbicides shall be applied only by a licensed herbicide application agency. No herbicides shall be applied without first obtaining written approval
from the city inspector.
3.06 PLANTING SHALL BE DONE AS FOLLOWS:
A. Planting of Trees
1. Position plants in plant locations indicated on drawings and secure approval before excavating pits, making necessary adjustments as indicated.
2. All pits for trees shall be dug square with bottom level, the length of sides equal to two times the width and 2" less than the depth of the tree root
ball. Compacted soils at sides and bottoms shall be loosened by scarifying or other approved method. Once the tree is positioned in the pit, the pit
shall be filled with soil as per specs, thoroughly settled by water application. (Refer to planting details and spacing details.)
3. Prepare depressed water basin as wide as plant root-balls at each plant. Water thoroughly, backfilling any voids with additional soil.
B. Planting Vines, Shrubs and Groundcover
1. Vine and shrubs shall be planted in pits at least two times greater than the diameter of the root ball and 6" below the bottom of the ball.
Compacted soil at bottom of pit shall be loosened and the pit filled with "native soil" to the bottom of the ball.When the plant has been properly set,
the pit shall be filled to the required grade with amended soil and thoroughly settled by tamping and watering. All vines shall be removed from
stakes, untied, and securely fastened in an approved manner to the wall, fence or other surface next to which they are planted. (Refer to planting
details)
2. Prepare a depressed water basin as wide as plant root balls at each plant. Water thoroughly, backfilling any voids with additional prepared
planting mix.
3. Groundcover
a. Pits for flat sized plants to be at least 4" x 4" x 4". Ground cover areas shall be moistened prior to planting. No flatted liner, or potted plants
shall be planted in dry soil.
b. Set plants in center of pits so that crown of plant will be level with finished grade after settling of soil, then backfill, and water.(Refer to
spacing detail)
c. Flatted plants shall be well rooted with runners at least 4" but not more than 6" in length.
C. Trees and Vines Occurring in Lawn
1. Trees and vines occurring in lawn shall be planted before final preparation of those areas.
2. All trees shall be installed with bark protection devices at their crowns.(Refer to planting detail)
3. Lawn around trees shall be installed no closer to the tree trunk than the width of the root ball, and shall be maintained at this distance.
3.07 TURF GRASS SOD
A. Roll sub grade when soil is reasonably dry, using a 125-pound water ballast roller. If rolling will not firm the sod bed underneath, it shall be permitted to
settle until the Owner's Representative determines a satisfactory condition has developed. Re-rake or scarify all irregularities and cut or fill as required
to establish uniform grade.Roll area again to obtain a uniform grade. Areas to be planted to lawn, shall be finished smooth, satisfactory to the Owner's
Representative before any sod is placed.
B. Sod is to be freshly cut and placed in sections not smaller than one square foot. Stagger the joints between rolls. Sift soil (use soil waste that has fallen
off sod) into all joints to fill any voids created. Roll sod with lightly weighted roller after completion of all sodding operations.
C. The lawn edges shall be maintained in a neat condition until acceptance of the work.
D. Sufficient measures shall be taken to the Contractor to ensure the lawns against damage resulting from pedestrian traffic. If any type of barrier is used, it
must meet with the approval of the Owner's Representative. Any damage to the lawns shall be repaired by the Contractor before acceptance will be
made.
E. Repair: When any portion of the sod area becomes discolored, waterlogged, or otherwise damaged or unhealthy following sodding within the period of
Contractor's responsibility, the affected portion shall be repaired to re-establish the condition and grade of the soil prior to installation and shall then be
replanted as originally specified at no cost to the Owner.
3.08 STAKING (See Staking Details)
A. Stakes shall be driven into the ground in such a way as to minimize damage to the ball of the tree, and shall be placed so that the tree will blow away
from the stakes, except where such placement will cause damage by parked cars.
B. Form loops around trunk with ties, and securely attach to stake(s) Attach loose enough so that tree can sway slightly in the wind. (Refer to Detail)
3.09 PRUNING
Pruning of nursery stock shall not be done prior to delivery. Plants and trees shall only be pruned for health or structural reasons, including the need to eliminate
diseased, damaged, or structurally unsound growth.Pruning shall be performed according to ANSI A-300 or International Society of Arboriculture standards under
supervision of a qualified arborist approved by the Landscape Architect. LEAVE OPEN WOUNDS TO AIR-DRY - DO NOT USE ANY FORM OF "TREE PAINT" OR
WOUND SEALER.
3.10 MULCHING
A. All planting areas (except as noted) shall be mulched (top dressed) with a minimum of 3" depth layer of wood fiber material. Remove mulch falling on
hard-surface areas.
3.11 CLEAN-UP
A. During the course of the work and at its conclusion, remove surface material from the site and leave the premises in a neat and clean condition.
B. Remove all tags, labels, nursery stakes and ties from all plants.
3.12 PROTECTION
Contractor shall carefully and continuously protect all areas included in the Contract, including plant materials, fences, supports, public safety, etc., until final
acceptance of the work by the Owner's Representative.
3.13 MAINTENANCE
A. Maintenance operations shall begin immediately after each plant is planted and shall be continued satisfactorily for a period of 90 days after the time all
items of work have been completed as specified herein and to the satisfaction of the Owner's Representative.
B. During the maintenance period specified in paragraph A. above, all plants and planted areas shall be kept watered at all times; weeds shall be removed
and disposed of; basins and depressions shall be maintained and cultivated and kept well formed around trees and shrubs; paper and debris shall be
regularly removed from planters; and water system shall be maintained and repaired; rodents shall be controlled; and the entire project shall be so
cared for that a neat and clean condition is presented at all times. Keep walks and curbs swept clean.Legally dispose of excess materials including
paper and debris in planted areas.
C. Maintain a sufficient number of men and adequate equipment to perform the maintenance work herein specified from the time of planting until
completion of the maintenance period and acceptance by the Owner.
D. An application of fertilizer shall be made to all landscape areas just prior to the completion of the maintenance period according to the recommendations
for the required soils laboratory report.
E. A written notice requesting a pre-maintenance inspection shall be received by the Owner's Representative at least 5 days to completion of the project.
F. A written notice requesting final inspection shall be received by the Owner's Representative at least 5 days prior to completion of maintenance period.
G. The Contractor shall make a periodic inspection of plant materials until the end of the guarantee plant period. If unfavorable conditions exist which might
be harmful to the guaranteed plant, the Contractor shall notify the Owner in writing of the condition, or he may be held responsible under the guarantee.
H. Pre-maintenance inspection and final inspections are to be held with the understanding that the project has been reviewed by the principals of the
responsible Contractor in advance of the review by the Owner's Representative and/or Owner. Discrepancies noted during this advance review are to
be corrected before the project receives these official inspections.
I. The Landscape Contractor shall refer to the Landscape Maintenance Manual for further maintenance requirements (if applicable).
PART 4 – GUARANTEES
4.01 GUARANTEE
All shrubs and groundcover shall be guaranteed by Contractor as to growth and health for period of ninety (90) days after completion of the specified maintenance
period, and/or final acceptance by the Owner's Representative. All trees up to 24: box size shall be guaranteed by Contractor to live and grow in an acceptable
upright position for a period of six (6) months after completion of the specified maintenance period, and/or final acceptance by the Owner's representative. Trees in
24" boxes or larger, and all field grown specimens shall be guaranteed by Contractor to live and grow in an acceptable upright manner for a period of one (1) year
after completion of the specified maintenance period, and/or final acceptance by the Owner's representative.
4.02 REPLACEMENT STOCK
All replacement stock shall be subject to the same warranty requirements as the original stock. Any damage due to replacement operations shall be repaired by the
Landscape Contractor. At the end of the warranty period, inspections shall be made jointly by the Tenant's Construction Representative, Developer, Tenant and
Landscape Contractor. All plants and lawn areas not in a healthy growing condition shall be removed and replaced with plants and grasses of a like kind and size
before the close of the next planting season.
END OF SECTION
PARKS RECREATION
AND
CITY OF
MOORPARK
COMMUNITY SERVICESDESCRIPTION OF REVISION APP'DR.C.E.DATE
1 09/19/18 PLANT CALLOUTS AND PENSTEMON CORRECTED
3
4
5
6
TIERRA REJADA ROAD
PARKWAY AND MEDIAN IMPROVEMENTS
MOORPARK, CA 67
05-09-18 MOPA R C L
OO
NR
AK
NA
OI
P
F
O
R
A
I
ICR
R
TED J U LY11983Richard Krumwiede
CA Lic. # 2834
AZ LIC. # 29115
NV LIC. # 446
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
GD
JRC
ADG JOB # 1508-5
L-
2 09/20/18 IRRIGATION CALLOUTS, UVR LINE, & CAREX SIZE
67
PLANTING
SPECIFICATIONS
STAFF
5.3
374
375
376
RESOLUTION NO. 2018-____
A RESOLUTION OF CITY COUNCIL OF THE CITY OF
MOORPARK, CALIFORNIA, AMENDING THE FISCAL YEAR
2018/19 BUDGET BY APPROPRIATING $1,000,000 FROM THE
GENERAL FUND (1000) AND $760,823 FROM THE SPECIAL
PROJECTS FUND (3004) TO FUND CONSTRUCTION
SERVICES RELATED TO THE TIERRA REJADA ROAD
STREETSCAPE REVITALIZATION FINAL PHASE (PROJECT
NO. M0031)
WHEREAS, on February 4, 2015 City Council adopted Resolution No. 2015-
3361 which approved a budget amendment in the amount of $20,925 from the General
Fund (1000) and $6,975 from the 84-2 Steeple Hill T2865 Fund (2302) to obtain
landscape architectural services for the renovation of Tierra Rejada Road Streetscape
Project (M0031), between Arroyo Simi and Spring Road; and
WHEREAS, on June 17, 2015 the City Council by Resolution No. 2015-3408
approved the City of Moorpark Operating and Capital Improvement Budget for fiscal
year 2015/16 per, which included an additional $90,000 for M0031; and
WHEREAS, on March 16, 2016 the City Council adopted Resolution No. 2016-
3490 which approved a budget amendment in the amount of $97,543 from the General
Fund (1000) and $60,506 from the 84-2 Steeple Hill T2865 Fund (2302) for landscape
and architectural services for the Tierra Rejada Road Streetscape Project (M0031); and
WHEREAS, on November 2, 2016 the City Council adopted Resolution No.
2016-3553 which approved a budget amendment in the amount of $265,010.50 from
the General Fund (1000) and $2,237.50 from the 84-2 Steeple Hill T2865 Fund (2302)
for landscape design services and construction for the Tierra Rejada Road Streetscape
Project (M0031); and
WHEREAS, on December 6, 2017 the City Council approved Resolution No.
2017-3652 which approved a budget amendment in the amount of $400,812 from the
General Fund (1000) and $82,154 from the 84-2 Steeple Hill T2865 Fund (2302) for
construction services related to tree irrigation and median island renovation for the
Tierra Rejada Road Streetscape Project (M0031); and
WHEREAS, on June 20, 2018 the City Council by Resolution No. 2018-3714
adopted the Operating and Capital Improvement Projects budget for Fiscal Year (FY)
2018/19 which includes $38,814 for the Tierra Rejada Road Streetscape Project
(M0031); and
WHEREAS, a staff report has been presented to the City Council summarizing
the results of the request for proposals for construction of the Tierra Rejada Streetscape
Revitalization Final Phase, and recommending the award of the contract to Oakridge
Landscape, Inc. with a total contract value of $1,760,823, which includes a contingency
of $160,075; and
Attachment 2
377
Resolution No. 2018-____
Page 2
WHEREAS, an additional $1,760,823 is required to finance construction services
related to the Tierra Rejada Streetscape Revitalization Final Phase and a budget
amendment of $1,000,000 from the General Fund (1000) and $760,823 from the
Special Projects Fund (3004) is requested; and
WHEREAS, Exhibit “A”, attached hereto and made a part hereof, describes said
budget amendment and the resultant impact to the budget line items.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MOORPARK
DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1. A budget amendment in the amount of $1,000,000 from the
General Fund (1000) and $760,823 from the Special Projects Fund (3004), as more
particularly described in Exhibit “A”, attached hereto, is hereby approved.
SECTION 2. The City Clerk shall certify to the adoption of this resolution and
shall cause a certified resolution to be filed in the book of original resolutions.
PASSED AND ADOPTED this 17th day of October, 2018.
Janice S. Parvin, Mayor
ATTEST:
Maureen Benson, City Clerk
Exhibit A – Budget Amendment
378
Resolution No. 2018-____
Page 3
EXHIBIT A
BUDGET AMENDMENT FOR
GENERAL FUND (1000) AND SPECIAL PROJECTS FUND (3004)
FOR CONSTRUCTION SERVICES RELATED TO THE
TIERRA REJADA ROAD STREETSCAPE REVITALIZATION FINAL PHASE
PROJECT (M0031)
FISCAL YEAR 2018/19
FUND BALANCE ALLOCATION:
Fund Title Account Number Amount
GENERAL FUND 1000-000-00000-33990 $ 1,000,000.00
SPECIAL PROJECTS FUND 3004-000-00000-33990 $ 760,823.00
Total $ 1,760,823.00
EXPENDITURE APPROPRIATION:
Account Number Current
Budget Revision Revised
Budget
1000-542-M0031-55300 $ 41,147.56 $ 41,147.56
2302-542-M0031-55300 $ 12,712.86 $ 12,712.86
1000-542-M0031-55500 $ 147,247.22 $ 1,000,000.00 $ 1,147,247.22
2302-542-M0031-55500 $ 71,588.39 $ 71,588.39
3004-000-M0031-55500 $ 0.00 $ 760,823.00 $ 760,823.00
Total $ 272,696.03 $ 1,760,823.00 $ 2,033,519.03
379