HomeMy WebLinkAboutAGENDA REPORT 2021 0901 CCSA REG ITEM 10GCITY OF MOORPARK, CALIFORNIA
City Council Meeting
of September 1, 2021
ACTION APPROVED STAFF
RECOMMENDATION.
BY B. Garza.
G.Consider Plans and Specifications and Authorization to Advertise for Bids for the
Metrolink North Parking Lot Expansion Project (Project No. C0032); and Consider
Waiving Pre-Qualification Policy for Project No. C0032. Staff Recommendation:
1)Approve the Plans and Specifications for the Metrolink North Parking Lot
Expansion Project (MPK 21-02) subject to final language approval of the City
Manager and City Engineer/Public Works Director and authorize staff to advertise
to obtain construction bids; and 2) Waive the requirements of the Contractor Pre-
Qualification City Council Policy No. 3.4 for the Metrolink North Parking Lot
Expansion Project (MPK 21-02). (Staff: Shaun Kroes, Public Works Manager)
Item: 10.G.
MOORPARK CITY COUNCIL
AGENDA REPORT
TO: Honorable City Council
FROM: Shaun Kroes, Public Works Manager
DATE: 09/01/2021 Regular Meeting
SUBJECT: Consider Plans and Specifications and Authorization to Advertise for
Bids for the Metrolink North Parking Lot Expansion Project (Project
No. C0032); and Consider Waiving Pre-Qualification Policy for Project
No. C0032
SUMMARY
Staff is requesting that City Council approve the Plans and Specifications and authorize
the advertisement for bids for the Metrolink North Parking Lot Expansion Project (Project
No. C0032). Additionally, staff requests that City Council waive City Council Policy 3.4,
which requires contractor pre-qualification on all construction projects with an estimated
construction cost exceeding one million dollars ($1,000,000.00).
BACKGROUND
Capital Improvement Program Project No. C0032 (CIP C0032) is for the expansion of the
Metrolink North Parking Lot, owned by the Ventura County Transportation Commission
(VCTC) and westward onto property owned by the City of Moorpark (City). On July 16,
2016, the City Council approved a conceptual design that added 35 parking stalls (27
standard, 4 low emitting/fuel efficient/car and van pool/clean air parking spaces, and
4 motorcycles). Overall, the improvements to the parking lot had a net result of 29 total
stalls added (after accounting for the loss of a few stalls in the existing North Parking Lot).
Additional items included in the conceptual design included:
• A 10-foot raised pedestrian walkway (acts as a speed hump) that connects the
Metrolink Station to High Street. The walkway will have a “bridge” aspect to it as
it crosses a center landscape planter/stormwater infiltration area. The area has
been identified as an area for potential artwork (to be added at a later time after
the project is completed).
• An estimated 13 pepper trees will be removed from the project area; eight of which
are near the train tracks and are a concern of Metrolink and VCTC. Five pepper
trees along High Street were replacement trees for larger pepper trees as part of
the Pepper Tree Maintenance Plan. These five replacement trees will be removed
Item: 10.G.
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and replaced again with pepper trees. The new parking lot has been reconfigured
so that new planter areas are significantly larger so the replacement pepper trees
can grow without damaging the surrounding hardscape. This will help to reduce
sidewalk cracking which is already occurring. Approximately 24 new and
replacement trees are expected to be planted in total.
• A landscaped stormwater infiltration area running east-west through the center of
the parking lot was originally proposed in 2016; however, this has since been
removed and replaced with pervious pavement in the center parking stalls. This
was done in order to keep as many parking stalls as originally designed while also
adjusting the parking lot’s footprint to fit within VCTC’s property line parallel to High
Street.
• As requested by staff at Metrolink, locations for Metrolink ticket kiosks have been
identified. One near the pedestrian walkway as it connects to the Metrolink North
Platform, and one near the southeast corner of the existing parking lot.
• The current electric vehicle charging station at the northeast corner will be
relocated to the center entrance of the Metrolink North Platform and a second
charging station is proposed.
• A second entrance/exit was included in the new lot; however that has since been
removed due to concerns about the proximity of a proposed driveway west of the
City’s expanded lot. Closure of the second entrance also gained an additional four
parking stalls.
• Four advanced speed humps were included in the conceptual design; however,
those have been removed.
Since approval of the conceptual design, several activities have occurred, including:
• Formally transferring ownership of the North Parking Lot back to VCTC in 2017.
This was to correct a clerical error that occurred when the City purchased vacant
land in 2008 west of the paved North Parking Lot that was owned by VCTC. This
was also a requirement of Metrolink for purposes of processing their encroachment
permit.
• Obtaining a formal maintenance agreement with VCTC to establish areas of
responsibility and use of the North Parking Lot, Station Platforms, and South
Parking Lot (late 2018, executed January 2019). This was another requirement of
Metrolink for purposes of processing their encroachment permit.
• Obtaining an additional $801,877 in Proposition 1B Public Transportation
Modernization, Improvement and Service Enhancement Account for construction
improvements at the Moorpark Station North Parking Lot (PTMISEA) in 2019.
• Amended agreement with Phoenix Civil Engineering, Inc. to update the North Parking
Lot design, prepare final bid design and specifications, and perform construction
management and inspection services for the Project (2020).
• Amended agreement with Phoenix Civil Engineering, Inc. to increase the scope of
redesign of the North Parking Lot to improve the existing driveway to meet
accessibility requirements; adjust landscaping to maintain additional pepper trees
along High Street (originally proposed for removal); redesign a section of the
Metrolink South Parking Lot access ramp; and design sidewalk improvements on the
north side of the North Parking Lot (2021).
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DISCUSSION
As previously mentioned, the proposed scope of work for construction consists of
rebuilding the existing North Parking Lot as well as expanding the parking lot
approximately 150 feet west from the current paved parking lot. The scope of work (in
2021) was also expanded to include rebuilding the front of the Metrolink North Parking
Lot, including improving the sidewalk, replacing/relocating the existing bus shelter,
creating a new Moorpark Station entrance sign (which will be duplicated for the South
Parking Lot entrance as well), and adding electrical outlets at each pepper tree along
High Street for potential use of seasonal decorative lighting. Two, four-inch conduits and
pull boxes will be installed within the City’s right-of-way for future broadband cables.
The new sidewalk to be constructed on the north side of the parking lot takes into account
design elements of the proposed High Street Station, including concrete paver and
concrete paving elements for the sidewalk and an industrial look to the proposed new bus
shelter. It should be noted that the City’s design has switched the High Street Station’s
“linear concrete pavers” with “3x9 modular pavers” and the High Street Station’s “concrete
paving with decorative scoring” with “medium broom, natural gray concrete with
decorative score joints.” These changes were economical as well as in preparation for
eventual maintenance (modular pavers are a standard size versus linear concrete pavers,
which may not be available in five years). The design elements being used for the North
Parking Lot project will be provided to the Daly Group, Inc. so their plans can be updated
with the City’s sidewalk plans. This will provide for a consistent look along the public
right-of-way from the North Parking Lot westward to Moorpark Avenue. Attachment 1
provides an architectural rendering of improvements on High Street, including sidewalk,
landscaping, bus shelter and parking lot signage.
A breakdown of parking stalls is provided in the table below.
Parking Stall
Description
Existing
Count
Expanded
Count
Increase/
(decrease)
Standard 59 77 18
Electric Vehicle 1 2 1
VanPool/EV 0 8 8
Accessible 2 2 0
Van Accessible 0 2 2
Motorcycle 1 4 3
Metrolink Staff*1 0 (1)
Total 64 95 31 *A standard stall will be identified for Metrolink staff
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The City Engineer has reviewed the Design Specification for the subject project and has
determined that the documents were prepared in accordance with reasonable,
professional engineering judgment, and with due consideration for public safety. The
draft Plans and Specifications are included with this staff report as Attachment 1.
The tentative project schedule is as follows:
Plans and Specifications Approval 09/01/2021
Advertise for bids 09/05/2021
Mandatory Pre-Bid Meeting 09/29/2021
Bid Opening 10/14/2021
Award of Construction Contract 11/03/2021
Notice to Proceed 12/06/2021
Construction Completion 04/15/2022
FISCAL IMPACT
Staff anticipates returning to City Council for bid award in November. The CIP C0032
currently has the following amount budgeted (encumbered consultant costs included):
Fund Expense Line
Expense Line
Description
Current
FY 20/21 Contractor
Prop 1B 2434-430-C0032-55200 Infrastructure 995,914$
Balance 995,914$
Prop 1B 2434-430-C0032-55300 Professional Services 105,375$
(5,020)$ Phoenix (Amendment 3)
(82,896)$ Phoenix (Amendment No. 4)
(15,365)$ Phoenix (Amendment No. 5)
Balance 2,094$
STA 2413-430-C0032-55200 Infrastructure 25,231$
Balance 25,231$
SGR 2417-430-C0032-55200 Infrastructure 7,325$
Balance 7,325$
Total Balance 1,030,564$
The Engineer’s Estimate for construction is $1,693,101 (excluding any contingency). The
Engineer’s Estimate does not include costs for materials testing services. A budget
amendment will be required once bids are received; the current balance of funding for the
Project is $1,030,564. It should be noted that not included in the expense lines in the
table above is approximately $72,000 in accumulated interest from the PTMISEA funding.
This can be applied as part of a budget amendment at the time of award for construction.
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City Council Policy 3.4 requires contractor pre-qualification on all construction projects
with an estimated construction cost exceeding one million dollars ($1,000,000). Policy
3.4 allows the City Council to waive the bidder pre-qualification. Staff is recommending
that City Council waive the pre-qualification requirement based on the following reasons:
1. The risks to the City are low for this Project. Although the Project will require the
closure of the North Parking Lot, the South Parking Lot has over 200 parking stalls
available and demand for parking for the next few months is not expected to be
high due to the COVID-19 pandemic.
2. Current construction project demands appear to be limiting the availability of firms
available for construction projects. Staff anticipates that by waiving the pre-
qualification requirement, an expanded pool of contractors would be available to
bid on the Project resulting in more competitive pricing.
ENVIRONMENTAL DOCUMENTATION
This project involves replacement of existing pavement, lighting, landscaping, as well as
the addition of pavement, lighting and landscaping to an existing parking lot in the
downtown area. There is no reasonable possibility that it would result in a significant
effect on the environment, either individually or cumulatively. In consideration of other
reasonably foreseeable projects, it is the Community Development Director’s
determination that the project is categorically exempt from environmental review under
the California Environmental Quality Act (CEQA) pursuant to Section 15301 (Existing
Facilities) of the CEQA Guidelines. If this project is approved, staff will file a Notice of
Exemption with the County Clerk
COUNCIL GOAL COMPLIANCE
This action supports City Council Strategy 3, Goal 3, Objective 14 (3.3.14): “Complete
renovation of the existing north Metrolink parking lot and expand the parking lot to the
west for a net increase in downtown public parking spaces.”
STAFF RECOMMENDATION
1. Approve the Plans and Specifications for the Metrolink North Parking Lot
Expansion Project (MPK 21-02) subject to final language approval of the City
Manager and City Engineer/Public Works Director and authorize staff to advertise
to obtain construction bids; and
2. Waive the requirements of the Contractor Pre-Qualification City Council Policy No.
3.4 for the Metrolink North Parking Lot Expansion Project (MPK 21-02).
Attachment 1: High Street Architectural Renderings
Attachment 2: Bid Documents, including Project Plans and Specifications
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TUSCANY COLORATTACHMENT 1741
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CITY OF MOORPARK
PUBLIC WORKS DEPARTMENT
NOTICE TO BIDDERS, CONTRACT PROPOSAL AND SPECIFICATIONS
FOR THE CONSTRUCTION OF
METROLINK STATION NORTH PARKING LOT EXPANSION
SPECIFICATION NO. MPK 21-02
BIDS TO BE OPENED ON OCTOBER 14, 2021
AT 3:00 P.M.
ATTACHMENT 2
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TABLE OF CONTENTS
Page
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NOTICE INVITING BIDS ...................................................................................................... NC-1
INSTRUCTIONS TO BIDDERS ................................................................................................ I-1
CHECKLIST FOR BIDDERS .................................................................................................... I-5
BID ........................................................................................................................................... B-1
SAMPLE AGREEMENT ........................................................................................................... C-1
INSURANCE REQUIREMENTS ...........................................................................................C-10
PAYMENT BOND (LABOR AND MATERIALS) ..................................................................... C-17
PERFORMANCE BOND ........................................................................................................ C-19
CHECKLIST FOR EXECUTION OF CONTRACT ................................................................. C-22
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 OF THE WORK .................................................................... GP-2
SECTION 3. CONTROL OF THE WORK ............................................................... GP-3
SECTION 4. CONTROL OF MATERIALS .............................................................. GP-8
SECTION 5. LEGAL RELATIONS AND RESPONSIBILITIES ............................... GP-9
SECTION 6. PROSECUTION, PROGRESS AND ACCEPTANCE OF
THE WORK ..................................................................................... GP-16
SECTION 7. MEASUREMENT AND PAYMENT .................................................. GP-19
SECTION 8. FACILITIES FOR AGENCY PERSONNEL ...................................... GP-22
SECTION 9. ADDITIONAL TERMS...................................................................... GP-22
SPECIAL PROVISIONS ......................................................................................................... SP-1
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APPENDIX I: TECHNICAL SPECIFICATIONS ........................................................................ I-1
APPENDIX II: CITY HOLIDAYS ...............................................................................................II-1
APPENDIX III: TRAFFIC ADVISORY SIGNAGE .....................................................................III-1
APPENDIX IV: VCAPCD, RULE 55, FUGITIVE DUST ........................................................... IV-1
APPENDIX V: WAGE RATES ................................................................................................. V-1
APPENDIX VI: RELEASE ON CONTRACT ........................................................................... VI-1
APPENDIX VII: PROJECT PLANS ....................................................................................... VII-1
APPENDIX VIII: GEOTECHNICAL REPORT ....................................................................... VIII-1
APPENDIX IX: SCRRA FORMS ............................................................................................ IX-1
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NOTICE INVITING BIDS
FOR
Metrolink Station North Parking Lot Expansion [the “Project”]
Identification Number: PW: 2021-02
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 3:00 p.m. on the 14th day of
October 2021, 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.
MANDATORY PRE-BID MEETING AND SITE VISIT. A mandatory pre-bid meeting and site walk
will be held on September 29, 2021, at 10:00 a.m. at the Moorpark Metrolink Train Station North
Parking Lot (300 East High Street). Every Bidder is required to attend the pre-bid meeting and
Project site walk. 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. In order for a Bid to qualify for consideration in making an award,
the Bidder shall have a responsible representative present for the entire duration of the Mandatory
Pre-Bid Meeting. Bids received from Bidders not represented at the Mandatory Pre -Bid Meeting
will be returned to the Bidder unopened. RSVP with Shaun Kroes, skroes@moorparkca.gov at
the City by September 27th.
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 Project 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 A, Contractor’s license issued by the
California State Contractors License Board at the time of the Bid submission, unless this Project
has any federal funding, in which case the successful Bidder must possess such a license at the
time of Contract award. The successful Contractor must also obtain a current City business
registration if awarded a contract.
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 the date specified in Section
4-6 of the General Provisions. 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 $500 for each Day
that Work remains incomplete beyond the Project completion deadline specified in the Contract
Documents.
COVID-19. The work shall conform to all applicable City, County, State, and Federal guidelines
regarding COVID-19.
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
799 Moorpark Avenue 1830 Lockwood Street, Suite 110
Moorpark, CA 93021 Oxnard, CA 93036
(appointment required)
FW Dodge Santa Barbara Contractors Association
1333 S. Mayflower Avenue, Suite 300 424 Olive Street
Monrovia, CA 91016 Santa Barbara, CA 93101
Central California Builders Exchange
1244 North Mariposa Street
Fresno, CA 93703
Also online at www.ebidboard.com; www.moorparkca.gov; and www.mygovwatch.com.
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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
METROLINK STATION NORTH PARKING LOT EXPANSION – 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: Shaun Kroes, Public Works Manager by e-mail skroes@moorparkca.gov.
By: _____________________________ ___________________________________
City Engineer Date
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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 ninety (90) 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.
EMAIL ADDRESS. Bidders shall supply the City with an email address to facilitate transmission
of Addenda and other information related to these Contract Documents. Failure to provide such
an email address may result in late notification. The City does not guarantee that it will provide
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any information by email. A Bidder shall be responsible for all Addenda regardle ss of whether
Bidder received any such email, and a Bidder shall have no recourse due to not receiving an
email.
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 Bidde r 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 CONTRACT 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. It will also be assumed that Bidder has
familiarized themselves with the requirements for insurance from the City of Moorpark as
outlined in the bid documents. Failure to provide the required insurance will result in
forfeiture of the Bid Bond. 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.
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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.
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 ninety
(90) 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.
TRENCHING. If the Project involves the construction of a pipeline, sewer, sewage disposal
system, boring and jacking pits, or similar trenches or open excavations, which are five (5) feet
deep or more, then each Bidder must submit, as a Bid item, adequate sheeting, shoring, and
bracing, or an equivalent method, for the protection of life or limb, which shall conform to
applicable safety orders. This final submission must be accepted by the City in advance of
excavation and must include a detailed plan showing the design of shoring, bracing, sloping, or
other provisions to be made for worker protection from caving ground during the excavation Work.
If such plan varies from the shoring system standards, the plan shall be prepared by a registered
civil or structural engineer.
LISTING SUBCONTRACTORS; SELF PERFORMANCE. 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, in accordance with Section 3-2 of the Standard
Specifications.
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.
NO COMPENSATION FOR COSTS INCURRED PRIOR TO CONTRACT EXECUTION. All costs
incurred by the selected Bidder prior to Contract award and execution of the Contract by the City
753
9-01-2021 I-4
shall be at the Bidder’s sole risk. City shall have no liability for costs incurred prior to its execution
of the Contract.
SIGNATURES. The Bidder shall execute all documents requiring signatures, and shall cause to
be notarized all documents that indicate such a requirement. Bids submitted as joint ventures
must so state and be signed by each joint venturer. The Bidder shall provide evidence satisfactory
to the City, such as an authenticated resolution of its board of directors, a certified copy of a
certificate of partnership acknowledging the signer to be a general partner, 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. Alternatively, Bids submitted by corporations must be executed as
specified in Corporations Code Section 313, and Bids submitted by partnerships must be
executed by all partners comprising the partnership.
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 5:00 p.m., Monday, October 4, 2021. Requests for
clarification received after the October 4, 2021, deadline will be disregarded. Please indicate the
Project and identification number in the request for clarification. Telephonic requests will not be
taken. Any interpretation or correction of the Contract Documents will be made only by a written
Addendum and will be provided no later than 5:00 p.m., October 11, 2021. 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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9-01-2021 I-5
CHECKLIST FOR BIDDERS
The following information is required of all Bidders at the time of Bid submission:
____ Completed and Signed Bid Cover Form
____ Completed and Signed Bid Sheets
____ Completed, Signed and Notarized Questionnaire
____ Completed References Form
____ Resume of General Construction Superintendent/On-Site Construction
Manager
____ Completed Subcontractor Designation Form
____ Completed and Signed Industrial Safety Record Form
____ Completed, Signed and Notarized Bid Bond or Other Security Form
____ Completed, Signed and Notarized Noncollusion Declaration Form
____ Completed and Signed Addenda Acknowledgement Form
____ Signed Environmental, Health and Safety Standards Compliance Form
____ Signed Workers’ Compensation Insurance Certificate
____ Completed and Signed Agreement to Comply with California Labor Law
Requirements Form
____ Evidence satisfactory to the City indicating the capacity of the person(s)
signing the Bid to bind the Bidder
Failure of the Bidder to provide all required information in a complete and accurate manner may
cause the Bid to be considered non-responsive.
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756
9-01-2021 B-1
BID COVER FORM
CITY OF MOORPARK
METROLINK STATION NORTH PARKING LOT EXPANSION PROJECT
TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF MOORPARK:
The undersigned, as Bidder, declares that: (1) this Bid is made without collusion with any other
person and that the only persons or parties interested as principals are those named herein;
(2) the undersigned has carefully examined the Contract Documents (including all Addenda) and
the Project site; and (3) the undersigned has investigated and is satisfied as to the conditions to
be encountered, the character, quality and quantities of Work to be performed, and the materials
to be furnished. Furthermore, the undersigned agrees that submission of this Bid shall be
conclusive evidence that such examination and investigation have been made and agrees, in the
event the Contract be awarded to it, to execute the Contract with the City of Moorpark to perform
the Project in accordance with the Contract Documents in the time and manner therein prescribed,
and to furnish or provide all materials, labor, tools, equipment, apparatus and other means
necessary so to do, except as may otherwise be furnished or provided u nder the terms of the
Contract Documents, for the following stated unit prices or lump-sum price as submitted on the
Bid herein.
The undersigned submits as part of this Bid a completed copy of its Industrial Safety Record. This
Safety Record includes all construction Work undertaken in California by the undersigned and
any partnership, joint venture or corporation that any principal of the undersigned participated in
as a principal or owner for the last five (5) calendar years and the current calendar year before
the date of Bid submittal. Separate information is being submitted for each such partnership, joint
venture, or corporate or individual Bidder. The undersigned may attach any additional information
or explanation of data that it would like to be taken into consideration in evaluating the Safety
Record. An explanation of the circumstances surrounding any and all fatalities is attached.
Accompanying this Bid is cash, a cashier’s check, a certified check or a Bid Bond in an amount
equal to at least ten percent (10%) of the total aggregate Bid price based on the quantities shown
and the unit prices quoted. The undersigned further agrees that, should it be awarded the
Contract and thereafter fail or refuse to execute the Contract and provide the required
evidence of insurance and Bonds within fifteen (15) Days after delivery of the Contract to
the undersigned, then the cash, check or Bid Bond shall be forfeited to the City to the
extent permitted by law.
The undersigned certifies to have a minimum of three (3) consecutive years of current experience
in the type of Work related to the Project and that this experience is in actual operation of the firm
with permanent employees performing a part of the Work as distinct from a firm operating entirely
by subcontracting all phases of the Work. The undersigned also certifies to be properly licensed
by the State as a contractor to perform this type of Work. The undersigned possesses California
Contractor’s License
Number ____________, Class _____, which expires on _______________________.
Bidder’s Name: ___________________________________________________
Signature: ________________________________________ Date: __________________
Signature: ________________________________________ Date: __________________
757
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758
9-01-2021 B-2
CITY OF MOORPARK
BID SHEETS FOR
METROLINK STATION NORTH PARKING LOT EXPANSION PROJECT
Bidder’s Name: ____________________________________________________________
To the Honorable Mayor and Members of the City Council:
In compliance with the Notice Inviting Bids, the undersigned hereby agrees to execute the
Contract to furnish all labor, materials, equipment and supplies for the Project in accordance with
the Contract Documents to the satisfaction and under the direction of the City Engineer/Public
Works Director, at the following prices:
BASE AMOUNT:
Item
No.
Payment
Ref.
Description
Qty
Unit
Unit
Price
Total
1 901-20 Mobilization/Demobilization/
Permitting 1 LS
2 902-9
Traffic Control, Construction
Signing and Traffic Control
Maintenance
1 LS
3 903-2 Stormwater Pollution Control 1 LS
4 904-6 Demolition, Clearing, and
Grubbing 1 LS
5 905-5 Excavation, Grading, and
Subgrade 1 LS
6 906-6 Asphalt Concrete Pavement 26,000 SF
7 907-7 Portland Cement Concrete
Improvements 1 LS
8 907-7 Pervious Concrete Paving 6,550 SF
9 909-2 Pedestrian Walkway and
Associated Improvements 1 LS
10 908-6 Pavement Delineation, Markers,
and Signs 1 LS
11 909-2 Landscaped Areas and Related
Improvements 1 LS
12 910-2 Electrical Improvements 1 LS
13 911-5 Fence and Concrete Block
Slough Wall 1 LS
14 912-5 Communications Conduits and
Pull Box (for Future City Use) 1 LS
759
9-01-2021 B-3
Item
No.
Payment
Ref.
Description
Qty
Unit
Unit
Price
Total
15 912-2 Release on Contract 1 LS $1 $1
Note: Items may be adjusted or modified. Any changes to the quantities for these items shall not
constitute a substantial change as referenced in Section 2-7 of the Standard Specifications.
Therefore, regardless of total actual volume (percentage) compared to estimated quantities, the
unit prices provided above by the Bidder shall be applied to the final quantity when payment is
calculated for these items. No adjustment in the unit prices will be allowed. The City reserves
the right to not use any of the estimated quantities; and if this right is exercised, the Contractor
will not be entitled to any additional compensation. Cost of all export of material shall be included
in the above unit costs; no additional compensation will be granted for such expenses.
TOTAL BID PRICE IN DIGITS: $____________________
TOTAL BID PRICE IN WORDS: _________________________________________________
Signature: __________________________________ Title: ___________ Date: ______
Signature: __________________________________ Title: ___________ Date: ______
760
9-01-2021 B-4
QUESTIONNAIRE FORM
Fill out all of the following information. Attach additional sheets if necessary.
(1) Bidder’s Name:
(2) If the Bidder’s name is a fictitious name, who or what is the full name of the registered
owner? If the Bidder’s name is not a fictitious name, write “N/A” in the response to this
question. If you are doing business under a fictitious name, provide a copy of the filed
valid Fictitious Business Name Statement.
(3) Business Address:
(4) Telephone: Facsimile:
Email Address:
(5) Type of Firm – Individual, Partnership, LLC or Corporation:
(6) Corporation organized under the laws of the State of:
(7) California State Contractor’s License Number and Class:
Original Date Issued: Expiration Date:
Classification:
(8) DIR Contractor Registration Number:
(9) List the name and title of the person(s) who inspected the Project site for your firm:
(10) List the name and title of the person(s) who attended the mandatory pre-Bid meeting and
site walk for your firm:
(11) Number of years’ experience the company has as a contractor in construction work:
(12) List the names, titles, addresses and telephone numbers of all individuals, firm members,
partners, joint venturers, and company or corporate officers having a principal interest in
this Bid:
(13) List all current and prior D.B.A.’s, aliases, and fictitious business names for any principal
having interest in this Bid:
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9-01-2021 B-5
(14) List the dates of any voluntary or involuntary bankruptcy judgments against any principal
having an interest in this Bid:
(15) For all arbitrations, lawsuits, settlements and the like (in or out of court) that the company
or any principal having an interest in this Bid has been involved with in the past five (5)
years:
a. List the names, addresses and telephone numbers of contact persons for the
parties:
b. Briefly summarize the parties’ claims and defenses:
c. State the tribunal (e.g., Superior Court, American Arbitration Association, etc.), the
matter number, and the outcome:
(16) Has the company or any principal having an interest in this Bid ever had a contract
terminated by the owner or agency? If yes, explain.
762
9-01-2021 B-6
(17) Has the company or any principal having an interest in this Bid ever failed to complete a
project? If yes, explain.
(18) Has the company or any principal having an interest in this Bid ever been terminated for
cause, even if it was converted to a “termination of convenience”? If yes, explain.
(19) For projects that the company or any principal having an interest in this Bid has been
involved with in the last five (5) years, did you have any claims or actions:
a. By you against the owner? Circle one: Yes No
b. By the owner against you? Circle one: Yes No
c. By any outside agency or individual for labor compliance?
Circle one: Yes No
d. By Subcontractors? Circle one: Yes No
e. Are any of these claims or actions unresolved or outstanding?
Circle one: Yes No
If your answer is “yes” to any part or parts of this question, explain.
(20) List the last three (3) projects you have worked on or are currently working on for the City
of Moorpark:
763
9-01-2021 B-7
(21) If you have worked on or are currently working on any federally-funded projects, please
list the last three (3) projects.
Upon request of the City, the Bidder shall furnish evidence showing a notarized financial
statement, financial data, construction experience, or other additional information.
Failure to provide truthful answers to the questions above or in the following References Form
may result in the Bid being deemed non-responsive.
The Bidder certifies under penalty of perjury under the laws of the State of California that the
information provided above is true and correct.
Notary Public
Subscribed and sworn to me:
Signature:
This ____ day of _____________, 20
Title:
Signature:
(SEAL)
Company
Signature:
Title:
Date:
Signature:
Title:
Date:
764
9-01-2021 B-8
REFERENCES FORM
For all public agency projects in excess of $15,000 that you are currently working on or have
worked on in the past two (2) years, provide the following information:
Project 1 Name/Number
Project Description ___________________________________________________________
Approximate Project Dates From: _______________ To: ____________
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
Project 2 Name/Number
Project Description ___________________________________________________________
Approximate Project Dates From: _______________ To: ____________
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
765
9-01-2021 B-9
If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
Project 3 Name/Number
Project Description ___________________________________________________________
Approximate Project Dates From: _______________ To: ____________
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
766
9-01-2021 B-10
Project 4 Name/Number
Project Description ___________________________________________________________
Approximate Project Dates From: _______________ To
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
Project 5 Name/Number
Project Description ___________________________________________________________
Approximate Project Dates From: _______________ To: ____________
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).
767
9-01-2021 B-11
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
Project 6 Name/Number
Project Description ___________________________________________________________
Approximate Project Dates From: _______________ To: ____________
Agency Name:
Contact Person: Telephone:
Address:
Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency?
Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No
If you answered yes to either of the above two questions, please explain and indicate outcome of
claims.
768
9-01-2021 B-12
RESUME
Attach to this Bid the experience resume of the person who will be designated as General
Construction Superintendent or on-site Construction Manager for the Project.
769
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770
9-01-2021 B-13
DESIGNATION OF SUBCONTRACTORS
[Public Contract Code Section 4104]
List all Subcontractors who will perform Work or labor or render service to the Contractor in or
about the construction of the Work or improvement, or a Subcontractor licensed by the State of
California who, under subcontract to the Contractor, specially fabricates and installs a portion of
the Work or improvement according to detailed drawings contained in the Plans (Appendix VII)
and Specifications, in an amount in excess of one-half percent (0.5%) of the Contractor’s total Bid
or, in the case of bids or offers for the construction of streets or highways, including bridges, in
excess of one-half percent (0.5%) of the Contractor’s total Bid or $10,000, whichever is greater.
If all Subcontractors do not fit on this page, attach another page listing all information for all other
Subcontractors.
Name under
which
Subcontractor is
Licensed
and Registered
CSLB License
Number(s),
Class(es), and
Classification(s)
DIR Contractor
Registration
Number
Address, Phone
Number, and Email
Address
Type of Work
(e.g., Asbestos
Abatement)
Percentage
of Total Bid
(e.g., 10%)*
* The percentage of the total Bid shall represent the “portion of the work” for the purposes of Public
Contract Code Section 4104(b).
771
9-01-2021 B-14
INDUSTRIAL SAFETY RECORD FORM
Bidder’s Name _______________________________________
Current
Year of
Record
2020 2019 2018 2017 2016 Total
Number of
contracts
Total dollar
amount of
contracts (in
thousands of
dollars)
Number of
fatalities
Number of lost
workday cases
Number of lost
workday cases
involving
permanent transfer
to another job or
termination of
employment
The above information was compiled from the records that are available to me at this time and I
declare under penalty of perjury under the laws of the State of California that the information is
true and accurate within the limitations of those records.
Signature:
Title:
Date:
Signature:
Title:
Date:
772
9-01-2021 B-15
Bond No. _________
BID BOND
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Moorpark (“City”), has issued an invitation for Bids for the Work described
as follows: Metrolink Station North Parking Lot Expansion.
WHEREAS
(Name and address of Bidder)
(“Principal”), desires to submit a Bid to City for the Work.
WHEREAS, Bidders are required to furnish a form of Bidder’s security with their Bids.
NOW, THEREFORE, we, the undersigned Principal, and
(Name and address of Surety)
(“Surety”), a duly admitted surety insurer under the laws of the State of California, as Surety, are
held and firmly bound unto the City in the penal sum of
Dollars ($ ), being not less than ten percent
(10%) of the total Bid 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, executors, administrators,
successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal is
awarded the Contract for the Work by the City and, within the time and in the manner required by
the bidding specifications, enters into the written form of Contract included with the bidding
specifications, furnishes the required Bonds (one to guarantee faithful performance and the other
to guarantee payment for labor and materials), and furnishes the required insurance coverage,
then this obligation shall become null and void; otherwise, it shall be and remain in full force and
effect.
In case suit is brought upon this instrument, Surety further agrees to pay all court costs incurred
by the City in the suit and reasonable attorneys’ fees in an amount fixed by the court. Surety
hereby waives the provisions of Civil Code Section 2845.
773
9-01-2021 B-16
IN WITNESS WHEREOF, this instrument has 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:
“Surety”
By:
Its:
By:
Its:
Note: This Bond must be dated, all signatures must be notarized, and evidence of the authority of any person
signing as attorney-in-fact must be attached.
774
9-01-2021 B-17
NONCOLLUSION DECLARATION FORM
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
[Public Contract Code Section 7106]
In accordance with Public Contract Code Section 7106, the undersigned declares:
I am the ______________________ of ____________________, the party making the foregoing
Bid.
The Bid is not made in the interest of, or on behalf of, any undisclosed person, partnership,
company, association, organization, or corporation. The Bid is genuine and not collusive or sham.
The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or
sham Bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with
any Bidder or anyone else to put in a sham Bid, or to refrain from bidding. The Bidder has not in
any manner, directly or indirectly, sought by agreement, communication, or conference with
anyone to fix the Bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost
element of the Bid price, or of that of any other Bidder. All statements contained in the Bid are
true. The Bidder has not, directly or indirectly, submitted his or her Bid price or any breakdown
thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation,
partnership, company, association, organization, Bid depository, or to any member or agent
thereof, to effectuate a collusive or sham Bid, and has not paid, and will not pay, any Person or
entity for such purpose.
Any person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint
venture, limited liability company, limited liability partnership, or any other entity, hereby
represents that he or she has full power to execute, and does execute, this declaration on behalf
of the Bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is
true and correct and that this declaration is executed on ___________ [date], at
___________________________________________ [city], ______________________ [state].
Signature:
Printed Name:
Date:
Signature:
Printed Name:
Date:
This form must be notarized.
775
9-01-2021 B-18
ADDENDA ACKNOWLEDGMENT FORM
Bidder’s Name: ____________________________________
The Bidder shall signify receipt of all Addenda here, if any:
Addendum Number Date Received Signature
If there are more Addenda than there is room in the chart above, attach another page
acknowledging receipt of the Addenda.
776
9-01-2021 B-19
COMPLIANCE WITH ENVIRONMENTAL, HEALTH
AND SAFETY STANDARDS
TO BE EXECUTED
BY BIDDER AND SUBMITTED WITH BID
The Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65) prohibits employers
from knowingly discharging or releasing a chemical known to the State of California to cause
concern, birth defects or other reproductive harm into water or onto land where such chemical
passes or, in all probability, will pass into any source of drinking water. Notwithstanding any
provision in this Act exempting Contractor, Contractor hereby agrees to comply with all provisions
of the Act relating to the discharge of hazardous chemicals on the job site.
Contractor fully agrees that Contractor, Contractor’s employees and subcontractors shall not
discharge such chemicals on the job site which will result in the discharge of such chemicals, and
shall, upon completion of performance of all other duties under this contract, remove all supplies,
materials and waste remaining on the job site which if exposed, could result in the discharge of
such chemicals. Contractor shall be financially responsible for compliance with Proposition 65.
Contractor shall also comply with state of California anti-smoking laws which, in part, prohibit
smoking in the workplace and enclosed areas.
Should Contractor, Contractor’s employees, or subcontractors or their employees fail to comply,
within 24 hours from the time City issues and Contractor receives a written notice of
noncompliance or within the time of an abatement period specified by any government agency,
whichever period is shorter, City may give notice of default to Contractor, and at the City’s option,
elect any and all rights or remedies set forth in this agreement.
Approved by Contractor: _________________________________________________
Signature and Title
Date__________________________
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778
9-01-2021 B-20
WORKERS’ COMPENSATION INSURANCE CERTIFICATE
TO BE EXECUTED
BY BIDDER AND SUBMITTED WITH BID
Sections 1860 and 1861 of the California Labor Code require every contractor to whom a public
works contract is awarded to sign and file with the awarding body the following statement:
“I am aware of the Provisions of Section 3700 of the Labor Code which requires every
employer to be insured against liability for Workers’ Compensation or to undertake self -
insurance in accordance with the provisions of that code, and I will comply with such
provisions before commencing the performance of the work of this contract.”
By __________________________________________________________________
Signature
Title: ________________________________ Date: _____________________
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780
9-01-2021 B-21
AGREEMENT TO COMPLY WITH CALIFORNIA LABOR LAW REQUIREMENTS
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
[Labor Code §§ 1720, 1775, 1776, 1777.5, 1810, 1813, 1860, 1861, 3700]
The undersigned Contractor certifies that it is aware of and hereby agrees to fully comply with the following
provisions of California law:
1. Contractor acknowledges that this contract is subject to the provisions of Division 2, Part 7, Chapter
1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding
Owner (“Owner”) and agrees to be bound by all the provisions thereof as though set forth in full herein.
2. Contractor agrees to comply with the provisions of California 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. Contractor shall, as a penalty to Owner, forfeit not more than fifty dollars ($50) for each calendar
day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of
Industrial Relations for the work or craft in which the worker is employed for any public work done under
the contract by Contractor or by any subcontractor.
3. Contractor agrees to comply with the provisions of California Labor Code Section 1776 which
require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such
payroll records available for inspection as provided by Section 1776, and (3) inform Owner of the location
of the records. Contractor is responsible for compliance with Section 1776 by itself and all of its
subcontractors.
4. Contractor agrees to comply with the provisions of California Labor Code Section 1777.5
concerning the employment of apprentices on public works projects, and further agrees that Contractor is
responsible for compliance with Section 1777.5 by itself and all of its subcontractors.
5. Contractor acknowledges that eight (8) hours of labor shall constitute a legal day’s work for all
workmen employed in the execution of this contract, and the Contractor and any subcontractor under him
shall comply with and be governed by the laws of the State of California having to do with working hours
set forth in Division 2, Part 7, Chapter 1, Article 3 of the Labor Code of the State of California as amended.
6. Contractor agrees to comply with the provisions of California Labor Code Section 1813 concerning
penalties for workers who work excess hours. Contractor shall, as a penalty to Owner, forfeit twenty-five
dollars ($25) for each worker employed in the execution of the contract by Contractor or by any
subcontractor for each calendar day during which such worker is required or permitted to work more than
8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of
Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code.
7. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to
secure the payment of compensation to its employees. In accordance with the provisions of California
Labor Code Section 1861, Contractor hereby certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured
against liability for worker’s compensation or to undertake self-insurance in accordance with the provisions
of that code, and I will comply with such provisions before commencing the performance of the work of this
contract.”
Signature Date
Printed Name
Company
Title
SIGNATURE
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Attach to this Bid 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.
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SAMPLE AGREEMENT
AGREEMENT BETWEEN THE CITY OF MOORPARK AND
, FOR CONSTRUCTION OF THE METROLINK STATION NORTH PARKING LOT
EXPANSION
THIS AGREEMENT, executed as of this ____ day of _____________________, 202__,
between the City of Moorpark, a municipal corporation (“City”) and , a (“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 ; 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 __________________, ____, 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 execution until completion of the work
identified in the Scope of Services and in conformance with Exhibit , 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 , as set forth in Exhibit : Contractor’s Bid Proposal, dated ,
which exhibit is attached hereto and incorporated herein by this reference as though se t forth in
full and hereinafter referred to as the “Proposal” and as set forth in Exhibit , which include
(i) Standard Specifications; (ii) Special Provisions; (iii) Workers’ Comp ensation Insurance
Certificate (Labor Code 1860 and 1861); (iv) Payment and Performance Bonds; and (v) Insurance
Certificate for General Liability and Automobile Liability, attached hereto and incorporated herein
by this reference as though set forth in full and hereinafter referred to as Exhibit . Where
said Scope of Services as set forth in Exhibit __ is modified by this Agreement, or in the event
there is a conflict between the provisions of said Scope of Services and this Agreement, the
language contained in this Agreement shall take precedence.
Contractor shall perform the tasks described and set forth in Exhibit and Exhibit
. Contractor shall complete the tasks according to the schedule of performance which is
also set forth in Exhibit .
Compensation for the services to be performed by Contractor shall be in accordance with
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Exhibit . Compensation shall not exceed the rates or total value of dollars ($ )
as stated in Exhibit , 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 , 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 , 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 dollars ($ ) 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. The
City Manager, if authorized by City Council, may approve additional work not to exceed ten
percent (10%) of the amount of the Agreement.
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
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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 wri tten notice to the
Contractor. If such failure by the Contractor to make progress in the performance of work
hereunder arises out of causes 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 renderi ng 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 Manage r, Contractor shall
forfeit and pay to the City, as liquidated damages, the sum of two hundred fifty dollars ($250.00)
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
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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 ide ntified 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 befo re 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 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
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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. 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 performin g services hereunder
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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 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
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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 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:
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.
22. VENUE AND GOVERNING LAW
This Agreement is made, entered into, and executed in Ventura County, California, and
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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 difficul t 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.
27. PRECEDENCE
Contractor is bound by the contents of City’s Bid Package and Proposal, Exhibit
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
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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
_____________________________ _____________________________
Troy Brown, City Manager Title:
Attest:
_____________________________
Ky Spangler
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 $2,000,000 per occurrence for all covered
losses and no less than $4,000,000 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.
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.
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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 and No. CG 2037 with edition acceptable to the City.
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 ins urance 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 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.
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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, 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 proportio nal to the increased
benefit to City.
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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 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.
(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.
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(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
issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this
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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 their 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, 2027, and as of that date is
repealed, unless a later enacted statute, that is enacted before January 1, 2027, deletes
or extends that date.
(Amended by Stats. 2019, Ch. 489, Sec. 1. (AB 456) Effective January 1, 2020. Repealed as of
January 1, 2027, by its own provisions.)
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Bond No. __________
PAYMENT BOND
(LABOR AND MATERIALS)
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Moorpark (“City”), State of California, has awarded to
(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
METROLINK STATION NORTH PARKING LOT EXPANSION
(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 City 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 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 City 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, incur red by City
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; 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 (“City”), has awarded to
(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:
Metrolink Station North Parking Lot Expansion
(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 City 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 City, 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 by Principal; 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 City 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 any manner affect its obligations under this Bond, and it does
hereby waive notice of any such change, extension of time, alteration or addition to the terms of
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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 copies of the Contract
____ Payment Bond in amount of the Contract
____ Performance Bond in amount of the Contract
____ Workers’ Compensation Certificate
____ Liability insurance certificate in the amount of two million dollars
($2,000,000) per occurrence, naming the City as additional insured
____ General aggregate insurance certificate in the amount of four million dollars
($4,000,000), naming the City as additional insured
____ Automobile insurance certificate in the amount of one million dollars
($1,000,000), naming the City as additional interest
____ Additional insured endorsement (ongoing and completed operations) –
comprehensive general liability
____ Endorsement – automobile liability
____ Additional insured endorsement – excess liability (if applicable)
____ Waiver of subrogation for general liability insurance
____ Copy of City business registration
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9-01-2021 GP-1
GENERAL PROVISIONS
SECTION 0. GENERAL PROVISIONS DEFINED
0-1 STANDARD SPECIFICATIONS
The 2018 edition of “Standard Specifications for Public Works Construction” (“Standard
Specifications”), as amended by the Contract Documents, is incorporated into the Contract
Documents by this reference. The Work described herein shall be done in accordance with the
provisions of the Standard Specifications, as amended by 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 corresponding provisions in Part 1
(General Provisions) of 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. GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE,
AND SYMBOLS
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
Engineer – The City Engineer, acting either directly or through properly authorized
agents. Such agents shall act within the scope of the particular duties entrusted to
them.
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 Part 1 of the Standard Specifications shall be
supplemented by the list below:
Abbreviation Word or Words
AAN ..................................................................................... American Association of Nurserymen
AGCA ......................................................................... Associated General Contractors of America
APWA .................................................................................... American Public Works Association
CRSI ...................................................................................... Concrete Reinforcing Steel Institute
CSI ......................................................................................... Construction Specifications Institute
NEC ............................................................................................................ National Electric Code
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
1-7.2 CONTRACT BONDS
The Faithful Performance Bond shall remain in force until the date of recordation of the Notice of
Completion and the end of all warranty periods set forth in the Contract Documents. 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.
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.
SECTION 2. SCOPE OF THE WORK
2-2 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 furn ish
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.
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2-4 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
2-5.4 Haul Routes
Subsection 2-5.4 of Part 1 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.
2-7.1 General
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
2-8 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 whic h a Bid price
appears on the Bid. The Contractor shall not do any Extra Work except upon written order from
the City Engineer.
SECTION 3. CONTROL OF THE WORK
3-1 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.
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Even if the City consents to assignment, no assignment shall relieve the Contractor of liability
under the Contract.
3-5 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.
3.7 CONTRACT DOCUMENTS
3-7.1 General
In addition to the requirements under Section 3-7.1 in the Standard Specifications, the Contractor
shall maintain a control set of Plans and Specifications on the Project si te 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 Engineer. Final payment will not b e
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.
3-7.2 Precedence of the Contract Documents
With regard to Section 3-7.2 in the Standard Specifications, 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.
3. Contract/Agreement.
4. Addenda.
5. Notice Inviting Bids.
6. Instructions to Bidders.
7. Bid/Proposal.
8. Special Provisions.
9. General Provisions.
10. Plans.
11. Standard Plans.
12. Standard Specifications.
13. Reference Specifications.
3-9 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
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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 t he
City Engineer. 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 Engineer, 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 Pro ject 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.
3-10 SURVEYING
3-10.1 General
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.
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.
3-11 CONTRACT INFORMATION SIGNS
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.
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3-12 WORKSITE MAINTENANCE
3-12.1 General.
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 Engineer, the cleaning will be done or contracted by the City and shall be back -charged
to the Contractor and deducted from the Contract Price.
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.
3.12.4 Storage of Equipment and Materials.
3-12.4.1 General
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 materials 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 materials 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 materials are undamaged and are maintained under required conditions.
All costs associated with the clean-up and storage required to complete the Project shall be the
sole responsibility of the Contractor.
3-12.4.2 Storage in Public Streets
The first sentence of Section 3-12.4.2 shall not be incorporated and shall instead be replaced with
the following:
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 Engineer.
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3-13 COMPLETION, ACCEPTANCE, AND WARRANTY
3-13.1 Completion.
The Contractor shall complete all Work under the Contract within ninety (90) Working Days from
the Notice to Proceed.
3-13.2 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 3-12 of Part 1 of the Standard Specifications and the
Special Provisions, and all of the following items have been received by the City Engineer:
1. A form of Notice of Completion, with all information required by the California Civil Code;
2. All written guarantees and warranties;
3. Evidence that the Performance Bond has been extended and will remain in effect for the
period specified in Section 1-7.2 of the Standard Specifications, as modified by these
General Provisions;
4. All “as-builts”;
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.
The Contractor shall allow at least seven (7) Working Days’ notice for final inspection. Such
notice shall be submitted to the City Engineer in writing.
3-13.3 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 Engineer’s acceptance of the final item(s) on that punchlist.
The Contractor shall repair or replace defective materials and workmanship as required in this
Section 3-13.3 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
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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.
3-14 RECYCLING OF MATERIALS
Subsection 3-14 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 requiring all
demolition and city-sponsored projects, regardless of cost; new construction projects valued over
$500,000; or renovation projects valued over $100,000 to divert a minimum of 65% of material
generated during the project from disposal in a landfill (through reuse or recycling). The City has
created a Construction and Demolition Materials Management Plan (C&DMMP) form to assist
applicants to meet these diversion requirements. You will be required to submit a Diversion Security
Deposit of 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 4. CONTROL OF MATERIALS
4-1 GENERAL
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.
4-4 TESTING
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 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.
4-6 TRADE NAMES
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
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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 Engineer. All requests for
substitution shall be submitted, together with all documentation necessary for the City Engineer
to determine equivalence, no later than ten (10) Days after the award of Contract, unless a
different deadline is listed in the Special Provisions.
SECTION 5 LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR
5-3.1 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.
5-3.2 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, 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.
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.
5-3.3 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 b y Section 1776, and (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.
The Contractor and each Subcontractor shall comply with and be bound by the provisions of Labor
Code Section 1771.4(a)(3), which requires that each Contractor and each Subcontractor shall
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furnish the records specified in Section 1776 directly to the Labor Commission er at least monthly,
in a format prescribed by the Labor Commissioner.
5-3.4 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.
5-3.5 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.
5-3.6 Debarment or Suspension
The Contractor shall not perform Work with any Subcontractor that ha s 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.
5-3.7 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.
5-3.8 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.
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5-3.9 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 Sectio ns 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 5-3 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.
5-3.10 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
officials, officers, employees, agents and independent contractors serving in the r ole 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
5-3 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 5-3.10 shall survive expiration or termination of the Contract.
5-4 INSURANCE
5-4.1 General
The first paragraph of Section 5-4.1 of Part 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, 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 prior to completion, except as otherwise specified in
Section 6-5.
5-4.2 General 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 5-4 of Part 1 of the Standard Specifications,
as modified below.
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5-4.2.1 Additional Insureds
The City, its elected and appointed officials, officers, employees, attorneys, agents, 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.
5-4.2.2 No Limitation on Indemnity
The insurance provisions shall not be construed to limit the Contractor’s indemnity obligations
contained in these Contract Documents.
5-4.2.3 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.
5-4.2.4 Certificates of Insurance with Original Endorsements
The Contractor shall submit to the City certificates of insurance with the original endorse ments,
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. The endorsements are to be signed by a person authorized by that insurer to bind
coverage on its behalf. Endorsements may be executed on the City’s standard forms titled
“Additional Insured Endorsement,” copies of which are provided in the Contract Documents, or
on any other form that contains substantially the same terms and is approved by the City’s Risk
Manager. In any case, the endorsements must specifically name the City of Moorpark and its
elected and appointed officials, officers, employees, attorneys, agents, 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 this Contract. The City reserves the right to require complete, certified copies of all
required insurance policies at any time.
5-4.2.5 Subcontractors
The Contractor shall require each of its Subcontractors that perform services under the Contract
to maintain insurance coverage that meets all of the requirements of this S ection 5-4.
5-4.5 Insurance Requirements not Limiting
If the Contractor maintains broader coverage and/or higher limits than the minimums required in
this Section 5-4, the City requires and shall be entitled to the broader coverage and/or the higher
limits maintained by the Contractor. Any available insurance proceeds in excess of the specified
minimum limits of insurance and coverage shall be available to the City.
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5.7 SAFETY
5-7.8 Steel Plate Covers
5-7.8.1 General
The Contractor shall cover all openings, trenches and excavations at the end of each Work Day
with steel plate covers.
Section 5-8 is hereby added to Section 1 of Part 1 of the Standard Specifications, as follows:
5-8 INDEMNIFICATION
The following indemnity provisions shall supersede the indemnity in Section 5-4.1 of the Standard
Specifications.
5-8.1 Contractor’s Duty.
To the fullest extent permitted by law, the Contractor shall, at its sole cost and expense, defend,
hold harmless and indemnify the City and its elected officials, officers, attorneys, agents,
employees, volunteers, successors, assigns and those City agents serving as independent
contractors in the role of City officials (collectively “Indemnitees”), from and against any and all
damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings, expenses,
judgments, penalties, stop payment notices, liens, and losses of any nature whatsoever, including
fees of accountants, attorneys, or other professionals and all costs associated therewith and the
payment of all consequential damages (collectively “Liabilities”), in law or equity, whether actual,
alleged or threatened, which arise out of, are claimed to arise out of, pertain to, or relate to the
acts or omissions of the Contractor, its officers, agents, servants, employees, Subcontractors,
materialmen, contractors or their officers, agents, servants or employees (or any entity or
individual for whom the Contractor bears legal liability) in the performance of the Contract,
including the Indemnitees’ active or passive negligence, except for Liabilities arising from the sole
negligence or willful misconduct of the Indemnitees, as determined by court decision or by the
agreement of the Parties. The Contractor shall defend the Indemnitees in any action or actions
filed in connection with any Liabilities with counsel of the Indemnitees’ choice, and shall pay all
costs and expenses, including all attorneys’ fees and experts’ costs actually incurred in
connection with such defense. The Contractor shall reimbu rse the Indemnitees for any and all
legal expenses and costs incurred by Indemnitees in connection therewith. The City shall not be
liable for any accident, loss, or damage to the Work prior to completion, except as otherwise
specified in Section 6-5.
5-8.1.1 Taxes and Workers’ Compensation.
The Contractor shall pay all required taxes on amounts paid to the Contractor under the Contract,
and 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. The Contractor shall fully comply with the Workers’ Compensation law regarding
the Contractor and the Contractor’s employees. The Contractor shall indemnify and hold th e City
harmless from any failure of the Contractor to comply with applicable Workers’ Compensation
laws. The City may offset against the amount of any fees due to the Contractor under the Contract
any amount due to the City from the Contractor as a result of the Contractor’s failure to promptly
pay to the City any reimbursement or indemnification arising under this Subsection 5-8.1.1.
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5-8.1.2 Subcontractor Indemnity Agreements.
The Contractor shall obtain executed indemnity agreements with provisions ident ical to those in
this Section 5-8 from each and every Subcontractor or any other person or entity involved by, for,
with or on behalf of the Contractor in the performance of the Contract. If the Contractor fails to
obtain such indemnity obligations, the Contractor shall be fully responsible and indemnify, hold
harmless and defend the Indemnitees from and against any and all Liabilities at law or in equity,
whether actual, alleged or threatened, which arise out of, are claimed to arise out of, pertain to,
or relate to the acts or omissions of the Contractor’s Subcontractor, its officers, agents, servants,
employees, Subcontractors, materialmen, contractors or their officers, agents, servants or
employees (or any entity or individual for whom the Contractor’s Subcontractor bears legal
liability) in the performance of the Contract, including the Indemnitees’ active or passive
negligence, except for Liabilities arising from the sole negligence or willful misconduct of the
Indemnitees, as determined by final court decision or by the agreement of the Parties.
5-8.2 Workers’ Compensation Acts not Limiting.
The Contractor’s indemnifications and obligations under this Section 5-8, or any other provision
of the Contract, shall not be limited by the provisions of any Workers’ Compensation act or similar
act. The Contractor expressly waives its statutory immunity under such statutes or laws as to the
City, its officers, agents, employees and volunteers.
5-8.3 Insurance Requirements not Limiting.
The City does not, and shall not, waive any rights that it may possess against the Contractor
because of the acceptance by the City, or the deposit with the City, of any insurance policy or
certificate required pursuant to the Contract. The indemnities in this Section 5-8 shall apply
regardless of whether or not any insurance policies are determined to be applicable to the
Liabilities, tax, assessment, penalty or interest asserted against the City.
5-8.4 Civil Code Exception.
Nothing in this Section 5-8 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.
5-8.5 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.
5-8.6 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
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their duties, from all Claims arising out of or incident to the activities or operations performed b y
or on behalf of the Contractor regardless of any prior, concurrent or subsequent active or passive
negligence by Indemnitees.
5-8.7 Survival of Terms.
The Contractor’s indemnifications and obligations under this Section 5-8 shall survive the
expiration or 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.
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SECTION 6. PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule
One (1) week before the scheduled pre-construction meeting, the Contractor must submit to the
City for review and approval the construction schedule required by the first paragraph of Section
6-1.1. The Contractor shall make revisions as required by the City. The schedule must account
for all subcontract work, as well as the 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.
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.
6-1.1.1 Pre-Construction Conference
Approximately ten (10) Days before the commencement of Work at the site, a pre-construction
conference 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 Co ntractor 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
Engineer for approval a minimum of two (2) Working Days before the pre-construction conference.
Unless previously submitted to the City Engineer, 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 and email addresses shall be
included in the written designation.
The purpose of the conference 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.
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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.
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.
6-1.2 Commencement of the Work
The Contractor shall not begin any construction activity at the site before the issuance of the
Notice to Proceed. Any Work that is done by the Contractor in advance of the Notice to Proceed
shall be considered as being done at the Contractor’s own risk and responsibility, and as a
consequence will be subject to rejection.
Section 6-1.3 is hereby added to Section 6 of Part 1 of the Standard Specifications, as follows:
6-1.3 Working Days And Hours
The Contractor shall do all Work between the hours of 7:00 a.m. to 3:30 p.m., Monday through
Friday, unless otherwise approved by the Engineer in writing. No Work will be allowed on Sunday
or City holidays, which are as follows: (see Appendix II).
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)
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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.
6-4 DELAYS AND EXTENSIONS OF TIME
6-4.1 General.
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.
No extension of time will be granted for any event, including pandemics, leading to the issuance
of a “stay at home” or similar kind of order by any local, State, or federal governmental authority,
if the Work has been deemed, either by emergency order or proclamation, or operation of law, to
be an essential service that is exempt from such stay at home or similar order.
6-4.2 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 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.
6-4.3 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 markup 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 TERMINATION OF THE CONTRACT FOR CONVENIENCE
The following sentence is added to Section 6-8:
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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.
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 Engineer, and the City Engineer has
certified such completion in accordance with Section 3-13.1 of Part 1 of the Standard
Specifications.
SECTION 7. MEASUREMENT AND PAYMENT
7.3 PAYMENT
7.3.1 General
The unit and lump sum prices to be paid 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 Engineer. 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 suc h 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.
7-3.2 Partial and Final Payment
7-3.2.1 Monthly Closure Date and Invoice Date
For purposes of Section 7-3.2, 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 Engineer before the tenth (10th) Day of the following month for verification and payment
consideration.
7-3.2.2 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.
7-3.2.3 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,
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at its discretion, make any of the remaining progress payments in full for actual
Work completed. The City shall withhold not less than five perc ent (5%) of the
Contract Price from the Final Payment Amount (defined in Section 7-3.2.4) until at
least thirty-five (35) days after recordation of the Notice of Completion, or
recordation of a notice of acceptance or cessation, but not later than the period
permitted by Public Contract Code Section 7107.
Otherwise, the provisions below shall supplement but not replace those provisions in Section 7 of
the Standard Specifications.
7-3.2.4 Final Invoice and Payment
Whenever the Contractor shall have completely performed the Contract in the opinion of the City
Engineer, the City Engineer shall notify the City Clerk that the Contract has been completed in its
entirety. The Contractor shall then submit to the City Engineer a written statement of the fin al
quantities of Contract items for inclusion in the final invoice. Upon receipt of such statement, the
City Engineer shall check the quantities included therein and shall authorize a payment amount,
which in the City Engineer’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 Engineer 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 Contractor. In addition, the final payment will not be releas ed until the
Contractor returns the control set of Plans and Specifications showing the redlined as -built
conditions.
7-3.2.5 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 designate d escrow
agent at the Contractor’s expense. If the Contractor selects either one of these alternatives, the
following shall control.
7.3.2.5.1 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 securities
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.
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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 cou ld otherwise
be held by the City if the Contractor had not elected to substitute same with securities.
7-3.2.5.2 Deposit of Retention Proceeds with an Escrow Agent
As an alternative to the substitution of securities, as provided above, or the City otherwis e
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 7-3.2.5.1 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 7-3.2.5.4 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 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 late r 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.
7-3.2.5.3 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 securitie s 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.
7-3.2.5.4 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.
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7-3.2.5.5 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).
7-3.2.5.6 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.
Section 7-3.9 is hereby added to Section 7-3 of Part 1 of the Standard Specifications, as follows:
7-3.9 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 7-3.9 in all contracts with its Subcontractors, and the Contractor shall be
responsible for immediately obtaining those records or other written material from its
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 8. FACILITIES FOR AGENCY PERSONNEL
8-1 General
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 is hereby added to Part 1 of the Standard Specifications, as follows:
SECTION 9. ADDITIONAL TERMS
9-1 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 ordinan ces and
regulations.
9-2 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
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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.
9-3 CONTRACTOR’S RESPONSIBILITY FOR WORK
Until the final acceptance of the Work by the City Council in accordance with Section 3-13.2 of
the General Provisions, 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.
9-4 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.
9-5 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.
9-6 SOILS ENGINEERING AND TESTING
A certified materials testing firm will 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.
9-7 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.
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9-9 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 pe rtain 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 accu rate, 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. All such claims are also subject to Public Contract
Code Section 9204 and Public Contract Code Section 20104 et seq. (Article 1.5), where
applicable. This Contract hereby incorporates those provisions as though fully set forth herein.
Thus, the Contractor or any Subcontractor must file a claim in accordance with the Government
Claims Act as a prerequisite to filing a construction claim in compliance with Section 9204 and
Article 1.5 (if applicable), and must then adhere to Section 9204 and Article 1.5 (as applicable),
pursuant to the definition of “claim” as individually defined therein.
9-10 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.
9-11 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.
9-12 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.
9-13 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 3-13.2 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..
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9-14 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.
9-15 TIME
Time is of the essence in these Contract Documents.
9-16 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.
9-17 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.
9-18 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 Co ntractor
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.
9-19 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
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Contract has been otherwise terminated by the City. However, some provisions may survive the
term listed within this Section, as stated in those provisions.
9-20 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 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.
9-21 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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CITY OF MOORPARK
METROLINK STATION NORTH PARKING LOT EXPANSION
ACKNOWLEDGMENT
These technical specifications have been prepared under the direction of the following
professional engineer, licensed by the State of California:
Name: ____________________________________ No. C60214
Jonathon M. Turner, Civil Engineer Exp. 6/30/2022
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SPECIAL PROVISIONS
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 3
(Construction Methods) and Part 4 (Existing Improvements) of the Standard Specifications,
except as otherwise indicated herein. In the event of any conflict between the Standard
Specifications and these Special Provisions, these Special Provisions shall control.
SECTION 306 - OPEN TRENCH CONDUIT CONSTRUCTION
306-3.1 GENERAL
Pursuant to Public Contract Code Section 7104, if the project involves trenching more than four
(4) feet deep, Contractor shall promptly and before the following conditions are disturbed notify
the City in writing of any:
a. Material that Contractor believes may be material that is hazardous waste,
as defined in California Health and Safety Code Section 25117, that is required to be removed to
a Class I, Class II, or Class III disposal site in accordance with provisions of existing law; and/or
b. Subsurface or latent physical conditions at the site differing from those
indicated; and/or
c. Unknown physical conditions at the site of any unusual nature, different
materially from those ordinarily encountered and generally recognized as inherent in work of the
character provided for in the Contract.
d. As required by Labor Code Section 6705 and in addition thereto, whenever
work under the Contract that involves an estimated expenditure in excess of twenty-five thousand
dollars ($25,000) for the excavation of any trench or trenches five (5) feet or more in depth,
Contractor shall submit for acceptance by City in advance of excavation, a detailed plan showing
the design of shoring, bracing, sloping, or other provisions to be made for worker protection from
the hazard of caving ground during the excavation of such trench or trenches. If such plan varies
from the shoring system standards established by the Construction Safety Orders of the Division
of Industrial Safety, the plan shall be prepared by a registered civil or structural engineer employed
by Contractor, and all costs therefor shall be included in the price of the Contract. Nothing in this
provision shall be deemed to allow the use of a shoring, sloping, or other protective system less
effective than that required by the Construction Safety Orders. Nothing in this provision shall be
construed to impose tort liability on the City or on any City officer, agent, consultant,
representative, or employee. All plans, processing and shoring costs are Contractor’s
responsibility and must be included in Contractor’s bid.
SECTION 400 - PROTECTION AND RESTORATION
400-1 GENERAL
All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or
reestablishing existing improvements shall be included in the Bid.
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SECTION 402 - UTILITIES
402-1 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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9-01-2021 SP- 5 -
402-1.3 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 Engineer 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.
402-2 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.
402-3 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 Engineer. 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.
402-4 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.
402-6 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.
402-7 NOTIFICATION
The Contractor shall notify the City Engineer 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) 517-6255
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
CALTRANS
(805) 653-2584
SUNESYS
California Sales / Operations
(951) 278-0400
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SPECIAL PROVISIONS
SECTION 900
SPECIAL CONDITIONS
(Not a Bid Item)
900-1 STANDARD SPECIFICATIONS
As indicated in Subsection 0-1, the Standard Specifications for Public Works Construction
(SSPWC), dated 2018, along with the modifications thereto have been established as the
Standard Specifications by the Engineering Division of the Public Works Departm ent. These
specifications will prevail as the basic Standard Specifications for this project except as otherwise
specifically noted in the Special Provisions when reference is made to the State Standard
Specifications. The State Standard Specifications is that document issued by the State of
California, Department of Transportation, titled Standard Specifications, 2018, referred to herein
as the State Standard Specifications, or the SSS.
When references have been made to the SSS, it is for the purpose of utilizing that specifications'
traffic and safety provisions or construction requirements as indicated elsewhere herein.
Where required by these Special Provisions, work shall conform to the requirements of the SSS,
except that when reference is made to other sections of the City's Standard Specifications, all
references to "State" shall mean the City. The SSS measurement and payment clauses are not
included.
Appendices I through VII attached hereto are considered a part of these Special Provisions.
900-2 PRE-BID MEETING
At the Pre-Bid Meeting, Bidders will have the opportunity to visit the Site and ask questions
regarding the local conditions, potential construction difficulties and restrictions related to the
performance of the Work under the Contract. See the Notice Inviting Bids for additional details.
900-3 AWARD OF CONTRACT
A construction contract will be awarded to the lowest responsive and responsible bidder.
However, the City reserves the right to award or not to award.
900-4 START OF CONSTRUCTION
The Notice to Proceed will be issued upon awarding a construction contract and receipt of the
necessary bonds and insurance certificates. The necessary bonds and insurance certificates
shall be submitted to the City within fifteen days from the date of delivery of the Contract
Documents to the Bidder.. Prior to issuing the Notice to Proceed, but subsequent to receiving the
submittals of Subsection 905-2, a pre-construction conference will be undertaken. The date of
the Notice to Proceed constitutes the start of construction, which date will be the first chargeable
working date of the contract.
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900-5 TIME OF COMPLETION
The Contractor shall complete the work including punch list items (if applicable) within 90 working
days from the date of the written Notice to Proceed. The issuance of the Notice to Proceed
constitutes the Contractor's authority to enter upon the work site and begin operations. A no fee
Encroachment Permit shall be obtained by the Contractor from the City.
900-6 WORKING HOURS & WORKING DAYS
Construction working hours shall be limited to the hours between 7:00 a.m. and 3:30 p.m. Monday
through Friday, unless otherwise approved by the Engineer in writing.
Lane closures within 200 feet of a signalized intersection shall be limited to the hours between
9:00 a.m. and 3:00 p.m., except as otherwise indicated in Section 902, "Traffic Control,
Construction Signing and Traffic Maintenance," of these Special Provisions.
Any overtime for construction survey, geotechnical/testing services, and inspection by City staff,
outside of the 7:00 a.m. to 3:30 p.m. hours Monday through Friday, and any work on Saturdays,
Sundays and Holidays, shall be paid for by the Contractor, and such costs will be deducted from
the progress payments to the Contractor. The City may, at its discretion, provide
geotechnical/testing and inspection services on Saturdays at no cost to the Contractor. The
Contractor shall provide at least forty-eight hour notification for all overtime work requests.
The following days are recognized as holidays by the City: (see Appendix II)
900-7 FAILED TESTS
All retesting of failed materials, field compaction tests, and standby charges for such services will
be accomplished at the Contractor's expense. The cost for all retesting and standby charges will
be deducted from the progress payments to the Contractor. The Contractor shall provide at least
forty-eight (48) hours notification for the need of compaction and materials testing.
900-8 EXTRA WORK MARKUP
(a) Extra Work by Contractor. The following percentage shall be added to the
Contractor’s costs and shall constitute the markup for all overhead and profits, and
all other cost not specifically provided for when preparing Change Order Requests
and Extra Work Reports:
(1)
Labor...................................................................... 20%
(2)
Materials ................................................................ 15%
(3)
Equipment Rental .................................................. 15%
(4)
Other Items and Expenditures ............................... 15%
To the sum of the cost and markups provided for in this section, 1 percent shall be
added as compensation for bonding.
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9-01-2021 SP- 9 -
(b) Work by Subcontractor. When all or any part of the extra work is performed by a
Subcontractor, the markup established in 900-8 (a) shall be applied to the
Subcontractor’s actual cost of such work. A markup of 10% on the first $5,000 of
the subcontracted portion of the extra work and a markup of 5% on work in excess
of $5,000 of the subcontracted portion of the extra work may be added by the
Contractor.
900-9 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS
A prime contractor or subcontractor shall pay any subcontractor not later than 10 days of receipt
of each progress payment in accordance with Sections 10262 and 10262.5 of the Public Contract
Code and Section 7108.5 of the California Business and Professions Code concerning prompt
payment to subcontractors. The 10-days is applicable unless a longer period is agreed to in
writing. Any delay or postponement of payment over 30 days may take place only for good cause
and with the City’s prior written approval. Any violation of Section 7108.5 shall subject the violating
contractor or subcontractor to the penalties, sanctions, and other remedies of that Section. This
requirement shall not be construed to limit or impair any contractual, administrative, or judicial
remedies, otherwise available to the contractor or subcontractor in the event of a dispute involving
late payment or nonpayment by the contractor, deficient subcontractor performance, and/or
noncompliance by a subcontractor.
900-10 DIR COMPLIANCE
This project is subject to monitoring and enforcement by DIR, including the obligations to submit
certified payroll records directly to the Compliance Monitoring Unit (CMU) through the CMU’s
online eCPR system at least monthly.
Contractor is required to post a notice at the job site as required by Chapter 8, Section 16451(d)
of the California Code of Regulations. The notice shall also include the logos of the City of
Moorpark and the Ventura County Transportation Commission (to be provided by the City).
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)].
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 Project is subject to compliance monitoring and enforcement
by the DIR.
900-11 LUMP SUM BREAKDOWN
Lump sum bid items shall be itemized to the satisfaction of the Engineer in order to fully document
the actual costs of the different components of the bid items. This will be used in the determination
of actual costs related to potential change orders of work as well as documenting the actual work
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completed to date on an individual bid item.
900-12 MEASUREMENT AND PAYMENT
No separate payment will be made for work performed or for compliance with the requirements
outlined in this Section, “Special Conditions.”
Full compensation for such work and features shall be considered as included in the contract unit
or lump sum prices bid for other applicable items of work, and no additional compensation will be
allowed therefore.
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9-01-2021 APPENDIX I -1 -
APPENDIX I – TECHNICAL SPECIFICATIONS
SECTION 901
SPECIAL CONSTRUCTION REQUIREMENTS
(Bid Item No. 1)
901-1 PERMITS
City Encroachment Permit: The Contractor is required to obtain a no-fee Encroachment Permit
from the City prior to commencing any construction.
Grading Permit: The Contractor is required to obtain a no-fee Grading Permit from the City prior
to commencing any construction.
Building and Safety Permits: Prior to commencing any construction, the contractor is required to
obtain necessary no-fee building permits from Building and Safety including:
• Pole and base (for lights); will include submittal of structural calculations
• Electrical
• Parking lot accessibility and stairs
In addition, the Contractor will need to coordinate with both the Southern California Regional Rail
Authority (SCRRA) and the City during while performing Work in the Metrolink Railroad righ t of
way to obtain an encroachment permit. The Contractor shall be responsible for all fees and
expenses for obtaining the permit. A Form No. 6 permit will be required along with a Site Specific
Work Plan (SSWP). Contractor should anticipate approximately 15 to 30 business days for
processing from SCRRA.
The abovementioned forms are included as Appendix IX.
Contractor will also be required to submit a COVID-19 Contractor Safety Plan prior to commencing
work.
901-2 MOBILIZATION
Mobilization shall consist of preparatory work and operations including, but not limited to, those
necessary for the movement of personnel, equipment, materials, supplies, and incidentals to the
project sites, and for all other work operations which must be performed, or costs incurred, prior
to beginning work on the various contract items on the project sites.
901-3 PRECONSTRUCTION AND POSTCONSTRUCTION SITE VIDEOS AND
PHOTOGRAPHS
Prior to beginning work and immediately after completion, the Contractor sh all take detailed
photos and videos of the project sites to establish existing conditions of surrounding
improvements, utilities, and private property and to show their condition immediately after
construction. These files shall be of reasonable viewing quality. Photos shall be JPEG, TIFF,
GIF, PNG, or similar filetypes as approved by the City. Videos shall be MPG, MPEG, MP4, AVI,
MOV, or similar filetypes as approved by the City. Videos shall be captured on foot. These files
shall be submitted to the City for their records.
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9-01-2021 APPENDIX I -2 -
901-4 CONSTRUCTION SCHEDULE AND TRAFFIC CONTROL PLAN
One week prior to the Pre-Construction Conference, the Contractor shall submit to the Engineer
for review all submittals required by SSPWC 3-8 as well as: 1) a project Construction Schedule
in accordance with the SSPWC Subsection 6-1, "Construction Schedule and Commencement of
Work," 2) Traffic Control Plan addressing the requirements of Section 902, "Traffic Control,
Construction Signing and Traffic Maintenance," 3) a submittal indicating the materials and
locations of BMPs to be installed in accordance with the requirements of Section 903 of these
Special Provisions, for the affected project sites, 4) a project contact sheet including the contact
information (including email addresses) for the project representative, emergency contact, and
any other relevant personnel, 5) a Schedule of Values showing a breakdown of the costs of lump
sum items to a degree satisfactory to the Engineer, and 6) hauling routes of asphalt concrete
pavement materials.
Any revisions to the originally approved Construction Schedule must be approved by the
Engineer, in writing, at least three (3) working days prior to any construction.
901-5 CONSTRUCTION SEQUENCE
The Contractor shall phase his construction operations such that the existing parking lot remains
in operation for as long as possible and in a manner which minimizes disruption of Metrolink users
and operations.
901-6 NOTICE TO AREA PROPERTY OWNERS/BUSINESS OWNERS
The Contractor shall give written notice to all adjacent businesses as applicable at least four (4)
work days prior to starting any work. The written Notice shall be approved by the Engineer. The
Notice shall describe the impending work and shall identify dates and the stages of work. The
Notice shall include a contact number for the Contractor’s on -site job superintendent. The
Contractor shall additionally provide verbal and written notice of the work to the Ventura County
Fire Station 42 (805-371-1111, x 42), located across from the project site.
Provisions shall be made for the urgent needs of property owners/business owners for medical,
fire, and police services.
901-7 CONSTRUCTION SURVEYING
The Contractor shall provide all necessary construction surveying to construct the improvements
as shown on the plans and described in these specifications. Construction surveying shall only
be provided by surveyors possessing current certification as a Professional Land Surveyor by the
California Board for Professional Engineers, Land Surveyors, and Geologists.
The locations and limits of removal and construction of miscellaneous concrete and asphalt
concrete facilities will be staked or marked by the Contractor’s surveyor in the field and confirmed
by the City.
901-8 COORDINATION OF WORK
The Contractor shall coordinate the work with all respective utility companies for any related
relocations and/or construction work. The contractor shall also coordinate the work with the U.S.
Post Office at (805) 552-0340, Moorpark Unified School District at (805) 378-6300, Ventura
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9-01-2021 APPENDIX I -3 -
County Fire Department at (805) 389-9710, Ventura County Fire Station at (805) 371-1111 x 42,
Moorpark Police Department at (805) 532-2700, and Waste Management at (805) 522-9400.
The Contractor shall make every effort to eliminate or minimize any impacts on U.S. Post Office,
Moorpark Police Department, Ventura County Fire Department, and school traffic. Special
consideration must be made for Ventura County Fire Station No. 42, located at 295 E High Street
just north of the project site. At no time may access to or egress from the fire station be impeded
during work.
The Contractor shall coordinate the work with the City’s Landscaping Inspector for temporarily
shutting off the irrigation systems by notifying at least two (2) full working days prior to the work.
901-9 REMOVAL OF MATERIALS
All materials which are to be disposed of, including but not limited to, saw-cut concrete and asphalt
concrete pavement, asphalt grindings, pavement fabric, miscellaneous concrete, and excess
excavated earth and base material and other extraneous materials and debris, shall be removed
immediately from the construction site. No overnight storage of materials or debris will be allowed
in the street or surrounding areas. All surplus and extraneous materials and debris shall be
disposed of by the Contractor at an approved landfill or disposal site at the Contractor's expense.
See General Provisions Section 7-15.1 for requirements related to the City’s Construction and
Demolition ordinance.
901-10 EQUIPMENT AND MATERIALS STORAGE
The Contractor shall arrange and maintain a secure storage site(s) for all equipment and
materials. All equipment and unused materials shall be returned to this site(s) at the end of each
work day. The Contractor shall submit a route plan for the delivery of materials to both the job
and storage sites at least three (3) working days before commencing work. Construction
equipment, vehicles and materials shall not be placed or parked in front of or within shopping
center and other business establishments. The Contractor shall have the option to store
equipment and materials in the City’s Metrolink Overflow Parking Lot, located east of the North
Parking Lot on High Street. Contractor will be responsible for securing equipment and materials
and will be required to restore the Overflow Parking Lot to its original condition upon completion
of the project.
901-11 WORK BEYOND PUBLIC RIGHT-OF-WAY
Subsection 2-3, "Right-of-Way", of the SSPWC is hereby deleted, and replaced as follows:
Most of the improvements associated with this project are located outside of the public streets
right of way. Should the Contractor require or desire temporary work areas and facilities beyond
the boundaries of the project site, the Contractor shall make arrangements, pay for, and assume
all responsibility for acquiring, using, disposing, and restoring of temporary work areas and
facilities. The Contractor shall indemnify and hold the City harmless from all claims for damages
caused by such actions.
Part of the improvements lie within the Metrolink right of way, managed by Southern California
Regional Rail Authority (SCRRA). The Contractor will need to coordinate with both SCRRA and
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9-01-2021 APPENDIX I -4 -
the City while performing Work in the Metrolink railroad right of way to obtain an encroachment
permit.
901-12 PROTECTION OF EXISTING IMPROVEMENTS
During construction of the proposed improvements, extreme care shall be exercised to protect
existing public and private property improvements, such as concrete and block walls, hardscape,
fences, walks, brick planters, curbs, valves, asphalt, irrigation lines, landscaping, utility meters,
drainage structures, posts, signs, etc., unless otherwise identified in these Special Provisions, or
shown on the Plans for relocation/removal/ reconstruction by the Contractor. The protection of
existing improvements in place may require shoring and/or bracing depending upon the condition
of the facilities. Repair and/or replacement of any facilities damaged and/or removed by the
Contractor, that are to remain, shall be at the expense of the Contractor.
No markings will be allowed on existing cross-gutters, spandrels, curb/gutters, and sidewalks. All
USA and other markings shall be removed by the Contractor.
901-13 DUST AND NOISE CONTROL
The Contractor shall provide the means to prevent dust, grit, excessive noise and other waste
products from becoming a nuisance in and around the working areas. The Contractor shall take
such steps, with the approval of the Engineer, to reduce or eliminate such nuisance. The
Contractor is required to control dust during the entire contract period, including holidays and
weekends. This shall include but not be limited to street sweeping as needed.
If the Contractor fails to control dust in accordance with these contract specifications, the City
reserves the right to hire another contractor or agency to perform such work on a "force account"
basis. The total cost for performing this work will be deducted from the total price of this Contract
and may be withheld from progress payments.
901-14 SURVEY MONUMENT TIES ADJUSTMENTS
The Contractor shall locate, protect and save any and all survey monuments and ties that will be,
or may be damaged or destroyed by the Contractor's operation. All existing nails and markers
within the limits of sidewalks, curbs, curb/gutters, curb ramps and streets shall be tied down by
the City's Contract Surveyor prior to such removals for subsequent adjustment and/or installation.
Where a survey monument and/or property corner tie will be removed due to this construction,
the Contractor shall save the monuments, markers, and appurtenances. The reinstallation of the
actual monuments and/or property corners will be accomplished by the City's Contract Surveyor.
A forty-eight (48) hour notification to the City is required before removal of a survey monument
tie.
901-15 MAINTENANCE OF EXISTING DRAINAGE SYSTEM
The Contractor shall maintain the existing drainage system within the streets during the entire
duration of the construction. This item shall include erosion control as applicable. See the
SWPPP for additional information.
901-16 SUBMITTALS
SSPWC Subsection 3-8, "Submittals," is hereby supplemented as follows:
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9-01-2021 APPENDIX I -5 -
Submittals (as applicable) shall consist of mix design and pre -testing of asphalt concrete,
aggregate base, rip rap, metal hand rail, stair nose strips, Portland cement concrete, traffic striping
and legends, concrete pavers, landscaping, truncated domes, parking signs, sign posts,
cutsheets for all drainage items, irrigation items, electrical improvements, epoxy, and rebar
bending lists, placement drawings, mill tests, drainage piping, as well as any additional items as
described in these Specifications.
Prior to the use of any material, the Contractor shall provide written certifications, shop drawings,
and mix designs of all materials to be incorporated in the work. The Contractor shall not deliver
any or use such materials prior to the approval of the Engineer in writing. The Contractor shall
account for reasonable review and resubmission times in determining their Project Schedule. A
reasonable review period for submittals shall be considered 15 Working Days from the time of
submission. The Contractor shall return resubmittals within a reasonable timeframe (so as to not
adversely affect their own time for completion).
All submittals shall include a letter of transmittal listing the items submitted, including Contractor’s
Certification Statement certifying that all field measurements, construction criteria, materials,
dimensions, catalog numbers, and similar data has been checked and coordinated with other
accepted shop drawings and Contract requirements.
The Contractor shall utilize a submittal identification numbering system in the following manner :
The first three (3) digits shall be the applicable Specification Section number. The next digit(s)
shall be the numbers 1-99 to sequentially number each initial separate item or drawing submitted
within that section. The last character shall be a letter, A-Z, indicating the submission, or
resubmission of the same drawing, i.e., A = 1st submission, B = 2nd submission, C = 3rd
submission, etc. For example, the ninth initial submission under Specification Section 904 would
have a submittal identification number as follows: 904.9-A.
Submittals for each item to be installed shall be submitted and must be approved prior to the
commencement of work (or prior to the time at which a material in question will be utilized). The
Contractor shall account for reasonable review and resu bmission times in determining their
Project Schedule. A reasonable review period for submittals shall be considered 15 working days
from the time of submission. The Contractor shall return resubmittals within a reasonable
timeframe (so as to not adversely affect their own time for completion).
When resubmitting, the Contractor shall include a cover letter specifically addressing the review
comments (either by reproducing the review comments or by numbering or otherwise identifying
them) to facilitate review.
It is considered reasonable that the Contractor shall make a complete and acceptable submission
to the Engineer at least by the second submission. The Owner reserves the right to deduct
monies from payments due the Contractor to cover additional costs of the Engineer’s review
beyond the second submission. Need for more than one resubmission or any other delay in
obtaining Engineer’s review of submittals shall not entitle the Contractor to extension of the Time
for Completion.
Submittals shall be grouped such that like items or associated materials are gathered into single
submissions (i.e. a singular pipe submittal including pipeline materials, fittings, accessories, etc.).
If the Contractor considers any correction indicated on the submittals to con stitute a change to
the Contract Documents, the Contractor shall give written notice (5 Calendar Days) thereof to the
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9-01-2021 APPENDIX I -6 -
Owner and Engineer. Failure to give such written notice will indicate the Contractor’s acceptance
of said correction and will not entitle the Contractor to extension of the Time for Completion or
extra compensation.
Requests for Information or Clarification as needed to interpret the contract documents shall be
submitted in writing and shall be in accordance with the General Provisions. The Engineer shall
be allowed 15 working days to respond to these requests.
The following minimum list of submittals shall be provided for City review:
1. Project Schedule
2. Key Personnel Contact List
3. Preconstruction and Postconstruction Photos and Videos
4. Traffic Control Plans
5. Schedule of Values
6. Aggregates
7. Asphalt Concrete, Tack Coat, and Related Products
8. BMP Materials
9. Concrete Materials, Mix Designs, and Accessories
10. Pervious Concrete Materials and References
11. Stair Railings and Miscellaneous Metalwork
12. Pavers
13. Tire Stops
14. Truncated Dome Pavers
15. Concrete Masonry Units
16. Wire Mesh Fence
17. Paints and Signage
18. Communications Conduits and Pull Boxes
19. Landscaping Materials and Equipment
20. Electrical Materials and Equipment
21. Any Additional Materials Required to Complete the Work
901-17 PROGRESS PAYMENTS
The Contractor or its designated representative shall sign a monthly quantity payment sheet of
completed work in order to expeditiously process monthly progress payments. Progress
payments shall not be processed until the Contractor’s and all subcontractors’ Certified Payroll
accompanied by DIR submission confirmation receipts for the period of work being billed for is
received by the Engineer.
Contractor must pay to any subcontractor, no later than seven days after receipt of each City
progress payment, unless otherwise agreed to in writing, the respective amounts allowed
Contractor on account of the work performed by the subcontractors, to the extent of each
subcontractor’s interest in the progress payment. In the event that there is a good faith dispute
over all or any portion of the amount due on a progress payment from the Contractor to a
subcontractor, the Contractor may withhold no more than 150% of the amount disputed.
901-18 WATER FOR CONSTRUCTION
Water for construction purposes as required by these specifications may be obtained from the
Ventura County Water Works District No. 1, (805) 378-3000. The Contractor shall make all
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arrangements to obtain and transport the water, and shall, at his/her own expense, furnish and
install all necessary metering, piping and fittings. All costs associated with water for construction
shall be borne by the Contractor.
901-19 LANDSCAPE AND ELECTRICAL SPECIFICATIONS
The landscape and electrical specifications for the project are listed on their respective plan
sheets. Provide submittals for all landscaping and electrical items, including but not limited to:
pavers, sign proofs, irrigation materials, pipe, valves, photo submittals of plant material, weather
sensor, controller, backflow, bubblers, pressure regulators, root barrier, etc.
901-20 MEASUREMENT AND PAYMENT
Measurement and payment for mobilization/demobilization/permitting will be made at the contract
lump sum price bid as shown in the Bid Schedule.
The above price and payment shall be considered as full compensation for furnishing all labor
and materials for mobilization, permitting, and demobilization including but not limited to project
notifications, preconstruction and postconstruction site photographs and videos, dust abatement,
sound abatement, coordination, protection of existing improvements and survey markers, and
related work, as well as doing all the work involved and necessary for obtaining and following the
requirements of both the City and SCRRA encroachment permits as well as any other permits
that may be required as specified in the SSPWC and these Special Provisions, and as directed
by the Engineer.
No other separate payment will be made for any other work (except as outlined above as part of
mobilization/demobilization/permitting) as required and outlined in this Section, "Special
Construction Requirements". Full compensation for all other work shall be considered as included
in the contract unit or lump sum prices bid for other applicable items of work, and no additional
compensation will be allowed therefore.
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SECTION 902
TRAFFIC CONTROL, CONSTRUCTION SIGNING
AND TRAFFIC MAINTENANCE
(Bid Item No. 2)
902-1 GENERAL
Traffic control, construction signing and traffic maintenance shall consist of all traffic control
involved in the Contractor's operations as required by these Specifications. Traffic control shall
be in accordance with the most recent revision of the Caltrans "Manual of Traffic Controls for
Construction and Maintenance Work Zones" and “Standard Plans” and the SSS Subsections 7 -
1.03, "Public Convenience," 7-1.04, "Public Safety," and Section 12, "Temporary Traffic Control
Devices." Nothing in these Specifications shall be construed as reliev ing the Contractor from
his/her responsibility as provided in the SSS Subsection 7-1.04. All measurement and payment
clauses of the SSS are hereby deleted and modified herein.
902-2 CONSTRUCTION - TRAFFIC CONTROL DEVICES
The Contractor shall submit a Traffic Control Plan indicating the intended locations of any and all
construction signing, traffic control devices, and no parking areas proposed in order to complete
the Work. Separate Traffic Control Plans shall be submitted as needed for subsequent phas es
of the work should modifications to the traffic control be necessary.
Construction signing shall consist of furnishing, installing, maintaining and removing construction
signs, barricades, and arrow boards in accordance with the most recent version of the Caltrans
Manual of Traffic Controls and Standard Plans. Lane closures in East High Street shall not be
allowed except as necessary for staging of trucks during earthwork and paving during construction
hours and require prior approval (no later than 5 working days prior to the work) by the City. The
Contractor shall submit a specific Traffic Control Plan for this scenario if it is their intent to stage
trucks in East High Street. Staging areas shall be placed such that they do not impede use of the
nearby bus stop. The traffic control system shall be installed prior to staging vehicles and shall
not be removed until all work has been completed. The Contractor shall post and maintain all
necessary construction signs and flaggers.
The Contractor, where directed and as approved by the Engineer, shall furnish and place
temporary "No Parking" signs, 12 inches x 18 inches minimum size, along the affected portion of
East High Street a spacing not exceeding 50 feet. The signs shall be placed two working days in
advance of any work along East High Street. The signs shall include the day and the time during
which parking will not be permitted. The Contractor shall remove these signs immediately when
they are no longer needed. Failure to place “No Parking” signs shall be grounds for notice to stop
work.
The Contractor shall furnish, erect, maintain and remove when no longer necessary traffic control
devices including fences and barriers, when and where it may be necessary to do so, in order to
give adequate warning to the public of conditions resulting from the Contractor's operations and
to guide traffic through or around the construction area. If the Contractor's operations interfere
with existing traffic, and regulatory measures and traffic control devices are not adequate to safely
control traffic, or if the nature of the work requires additional control, the Contractor shall provide
experienced flaggers to perform the function of traffic control. While on duty, flaggers shall be
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properly attired and equipped. If in the opinion of the Engineer, the Contractor fails to adequately
control the flow of traffic, the City Police will be engaged to safely direct the vehicular traffic. Such
added cost will be at the expense of the Contractor. In addition, if an intersection is blocked
causing unnecessary congestion, the Contractor may be liable for a fine of $1,000 for each
incident. Under no circumstances shall access to the adjacent fire station be blocked or shall
work being done by the Contractor impede the Fire Department’s ability to respond to
emergencies.
The Contractor shall place and maintain barricades at each end of and along an excavation,
obstruction, or other restrictive condition and at distances of not more than fifty feet apart along
the length thereof. In addition, flashers or other approved warning devices shall be placed at the
same intervals/locations as the barricades and shall be illuminated from sunset each day until
sunrise of the following day.
902-3 SPECIAL TRAFFIC ADVISORY SIGNS
Project Advisory Signs
The Contractor shall furnish, install and maintain “Temporary Road Construction” signs as shown
in Appendix III on each side of East High Street prior to the work area and in the south parking lot
in the location of the work in that area. Precise placement of these signs shall be as directed by
the City Representative. These signs shall be in place fourteen (14) working days prior to the
start of construction. The signs shall be maintained for the duration of the project.
902-4 TRAFFIC MAINTENANCE
The Contractor shall obtain an encroachment permit from the City of Moorpark. The
encroachment permit shall include a traffic control plan (TCP) for East High Street for all stages
of work which will impede the right-of-way and submit it to the Engineer for approval. The TCP
shall show the locations of all traffic control devices, address the movement of traffic, especially
in intersections, address ingress and egress for the fire station, and include sidewalk closures
and pedestrian detours as necessary. If prior approval of the Engineer is received, standard traffic
control drawings from the Caltrans Manual of Traffic Controls or Standard Plans may be
substituted for engineered plans for typical locations and shall include written details regarding
the street segment affected and the hours of operation.
The Contractor shall cooperate with the Engineer relative to handling traffic through all work areas,
and shall make his/her own arrangements relative to keeping the working area clear of parked
vehicles, and in maintaining clear and continuous access to adjacent properties.
The Contractor shall provide for controlled pedestrian crossings through the work area. Crossings
shall provide pedestrians the means of passing over or through the work without tracking either
tack coat, concrete, or hot asphalt concrete, or endangering pedestrian safety.
The Contractor's equipment, and personal vehicles of the Contractor's employe es, shall not be
parked on the traveled way nor on any section where traffic is restricted at any time.
The Contractor shall cooperate with the Engineer in locating all traffic control devices required. If
the Contractor fails to promptly provide traffic control devices as required under this Section, the
City may, at its option, so provide them at the Contractor's expense. The Contractor shall pay to
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the City, or the City may deduct, the cost of such work from any moneys due the Contractor from
the City.
902-5 PUBLIC RELATIONS, CONSTRUCTION PHASING, AND ACCESS
The Contractor shall conduct his/her operations so as to minimize inconvenience to the public
vehicular traffic, emergency services, and the Metrolink system users. The Contractor shall have
under construction no greater amount of work than is demonstrated that the Contractor can handle
properly with due regard for the rights of the public.
Project construction shall be phased to facilitate safe and efficient traffic flow, and to maintain
public relations and minimize the inconvenience to the public.
902-6 ACCESS TO METROLINK FACILITIES
Access to the Metrolink platform must be considered and maintained at all times. The platform is
heavily utilized on in the mornings and afternoons during the week by commuters. Excavations
shall be securely fenced or plated to prevent access. Excavations shall not remain open for an
extended period of time. The Contractor shall schedule the work in a manner such that
commuters are minimally affected during heavy commuting times.
Note that this project involves work in both the northern and southern parking lots. The Contractor
shall only work in one parking lot area at a time until the work in that area is complete. Work in
the north parking lot must be completed (including all striping, removal of traffic control devices,
accessible parking, etc. before work may commence in the south lot. In accordance with the
“Project Advisory Signs” section above, advisory signs must be placed no less than two weeks
prior to commencing work in each lot; placement of the signs in the south lot shall not occur until
two weeks before work is scheduled to begin in that area. Aforementioned advisory signs are in
addition to “No Parking” signs placed no less than two days before commencement of work in
each area.
902-7 RESTRICTIONS ON CLOSURE OF STREETS AND TRAFFIC LANES
The Contractor shall at all times provide two way traffic on East High Street and surrounding
streets. Experienced flaggers, with radio communication devices, shall be provided at each end
of the travel lane, to coordinate traffic flow in each direction.
The full width of the traveled way shall be open for use by the public outside of working hours, on
Saturday, Sunday and any day designated by the City as a legal holiday; after 3:30 p.m. Friday,
after 3:30 p.m. on the day preceding a designated legal holiday; and on any working day when
construction operations are not actively in progress.
902-8 BUS STOP WORK
As part of this Project, an existing bus stop will be removed and reconstructed in a new location.
Work on the bus stop shall be coordinated with the Ventura County Transportation Commission
(VCTC) and Moorpark City Transit (MCT). The Contractor shall establish communication with
those agencies and shall keep them apprised of the scheduling of work relating to disturbance
and relocation of the bus stop before commencing work on the relocation. The existing bus stop
must be kept in service at all times until the new bus stop is in service and has been accepted by
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the VCTC and MCT. The Contractor shall conform to all VCTC and MCT requirements, including
installation of appropriate signage at the new bus stop.
902-9 MEASUREMENT AND PAYMENT
Measurement and payment for traffic control, construction signing, and traffic control
maintenance, including special traffic advisory signs, complete in place, will be made at the
contract lump sum price bid as shown in the Bid Schedule.
The above price and payment shall be considered as full compensation for furnishing all labor,
materials, equipment, tools, transportation and incidentals, and for doing all the work involved and
necessary for traffic control, construction signing and traffic control mai ntenance, complete in
place, including but not limited to preparation of traffic control plans, modification of traffic control
plans upon City review, temporary no parking signs, traffic control signs, barricades, delineators,
sign relocations and maintenance, flaggers, auxiliary police services, coordination with VCTC and
MCT, and related work, as specified in the SSPWC and these Special Provisions, and as directed
by the Engineer.
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SECTION 903
STORMWATER POLLUTION CONTROL
(Bid Item No. 3)
903-1 DESCRIPTION
The Contractor shall take all necessary steps during the project construction period to prevent or
reduce discharge of pollutants from the work sites to the City storm drain system utilizing the
following prevention measures:
• Maintain clean work sites through good housekeeping measures and regular
clean-up and disposal of all debris, storage materials, saw-cut slurry, waste, etc.
• Eliminate discharge of sanitary water/septic waste to storm drain system by
providing convenient and well maintained facilities, and regular service and
disposal.
• Manage and operate construction vehicles and equipment in a manner to prevent
leaks, spills, and waste.
• Prevent and control the discharge of:
Soil Sediments
Concrete and mortar waste
Chemicals from treated wood products
Paints, solvents, adhesives, and cleaning solutions
Soil, trimmings, and garden chemicals
Construction water from collecting and transporting pollutants
Saw-cut slurry materials
• Prevent pollution of the storm drain system during import, export, stockpiling, and
spreading or grading of earthwork materials.
For more detailed information and specifications for stormwater pollution control at construction
sites, refer to document entitled, "Stormwater Pollution Control Guidelines For Construction
Sites," which by reference forms a part of these Special Provisions and is available at the Public
Works counter.
A Stormwater Pollution Prevention Plan (SWPPP) shall be provided to the Contractor for use on
this project. The Contractor shall be required to comply with the requirements of the provided
SWPPP and the State Construction General Permit.
903-2 MEASUREMENT AND PAYMENT
The measurement and payment for Stormwater Pollution Control will be paid for at the contract
lump sum price bid as shown in the Bid Schedule.
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The above contract price and payment shall be considered as full compensation for furnishing all
labor, materials, equipment, tools, transportation and incidentals, and for doing all the work
involved and necessary to accomplish the prevention and control of pollutant discharge to
stormwater, including use of a California certified QSP during the project, good housekeeping
practices, containment of waste, control of construction site perimeter, vehicle and equipment
management, management of concrete and mortar products, management of cementitious
products, stockpiles, paint, solvents, solutions, dust control, and compliance with the prepared
SWPPP, protection of trees to remain, modification of the prepared SWPPP by the Contractor’s
QSP as necessary, as specified in these Special Provisions, and as required by the federal
NPDES for Stormwater Pollution Control Program, and as directed by the Engineer.
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SECTION 904
DEMOLITION, CLEARING AND GRUBBING
(Bid Item No. 4)
904-1 GENERAL
This section includes demolition and removal of existing hardscape including existing asphalt
concrete pavement, curb, chain link fence, concrete fence posts, sidewalk, tire stops, parking lot
lights, electrical meter system components, and parking signs, as well as clearing, grubbing and
stripping of existing landscaped or unimproved areas, and tree removal.
904-2 PROTECTION
Perform all removal activities in such a manner as to minimize all hazards to personnel, property,
and the public. Interference with traffic, surrounding properties, and utility service interruption
shall be avoided.
Prevent the spread of dust and particles by spraying water as needed. Do not use water if it
causes a safety hazard such as slippery surfaces or spread of contaminants . Vacuum the work
area daily.
Contractor shall take precautions to avoid damage to existing items that shall remain in place, are
to be reused, or shall be returned to the City. Any damaged items shall be repaired or replaced
at no expense to the City. Pothole the existing irrigation piping network that is located in the
planted median, parkways and common landscaped areas. Cap the ends of irrigation laterals
and mains that are in conflict with the improvements. Stake the end of the cap so the City ca n
locate the point of connection at a future date (not a part of this project).
Save and protect plant materials (trees, shrubbery, and plants) beyond the limits of clearing and
grubbing from damage resulting from the work. No filling, excavating, trenching or stockpiling of
materials will be permitted within the drip line of the protected plant materials. No equipment shall
be operated within the drip line of the protected plant materials. Install high visibility orange snow
fence around the area of landscaping that is to remain protected to prevent inadvertent damage
during the work.
904-3 DEFINITIONS
Clearing: Remove and dispose of trees, snags, stumps, shrubs, brush, limbs and other vegetative
growth. Remove all evidence of the preexisting site condition from the surface including sticks
and branches greater than 1 inch in diameter. Remove of trash piles and rubbish.
Grubbing: After clearing, remove and dispose of wood or root matter, including root systems
greater than 1 inch in diameter. Grubbing shall extend to a depth of 12 inches below the ground
surface.
Stripping: Remove and dispose of all sod, grass and grass roots and other objectionable material
remaining after clearing and grubbing activities.
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9-01-2021 APPENDIX I -15 -
904-4 SAWCUTTING EXISTING PAVEMENT/HARDSCAPE
Saw-cut to a neat line and full depth, remove, and dispose of the existing concrete curb, gutter,
and asphalt concrete pavement and aggregate base interfering with the construction of the project
improvements, including but not limited to asphalt concrete pavement, concrete material,
reinforcing steel, and other accessories. Removals shall be full panel to nearest joint or score
line, or in the case of the asphalt concrete pavement the lines shall be straight unless otherwise
shown on the Plans.
904-5 CLEARING AND GRUBBING LIMITS
Clear and grub excavation and identified vegetated areas associated with t he project
improvement areas.
Debris of all kinds shall become the property of the Contractor and shall be disposed of by the
Contractor daily off the project area to avoid accumulation at the project site. Materials that are
unable to be removed daily shall be stored in areas specified by the Engineer. Contractor shall
dispose of debris in a manner that is compliant with applicable federal, state, and local regulations.
Do not burn removed combustible material.
When utilities are encountered in the project area that are not shown on the project drawings, the
Contractor shall protect it in place and the Engineer shall be notified immediately. If existing
utilities are damaged, the Engineer shall be notified immediately and the utility shall be repaired
in accordance with the requirements of the relevant agency.
Upon completion of demolition work and removal of all debris, leave site in a condition satisfactory
to the Engineer.
904-6 MEASUREMENT AND PAYMENT
Measurement and payment for demolition, clearing, and grubbing, complete in place, will be made
at the contract lump sum as shown in the Bid Schedule.
The above contract price and payment shall be considered as full compensation for furnishing all
labor, materials, tools, equipment, transportation and incidentals, and for doing all the work
involved and necessary for demolition, including but not limited to removal of trees, shrubbery,
and miscellaneous vegetation, demolition and removal of existing hardscape, asphalt concrete
pavement, curb, chain link fence, concrete fence posts, sidewalk, tire stops, parking lot lighting,
electrical meter components, tire stops, and parking signs, as well as clearing, grubbing and
stripping of existing landscaped areas, disposal of all extraneous materials and debris, and related
work, as shown on the Plans, as specified in the SSPWC and these Special Provisions, and as
directed by the Engineer.
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SECTION 905
EXCAVATION, GRADING, AND SUBGRADE
(Bid Item No. 5)
905-1 SCOPE
This section includes all excavation and subgrade required for construction of the Work.
Trenching and backfill shall include, but not be limited to, the loosening, removing, loading,
transporting, depositing, grading and compacting in its final lo cation of all materials wet and dry,
as required for the purposes of completing the Work specified in the Contract Documents, which
shall include, but not be limited to, the removing of unsuitable soil, and all other incidental
earthwork, all in accordance with the requirements of the Contract Documents.
The elevations shown on the Plans of existing features are taken from the best available data and
are intended to give reasonably accurate information. The Contractor is responsible for
determining exact quantities of excavation and fill required.
A Geotechnical Report prepared for this project is available in Appendix VIII. The Contractor shall
review the Geotechnical Report and follow its recommendations. Costs associated with following
the recommendations of the Geotechnical Report shall be included in the bid. The Geotechnical
Report shall take precedence over these Specifications.
905-2 SUBMITTALS
Review by the Engineer shall not relieve the Contractor of the responsibility for the adequacy of
the dewatering, excavation, abandonment of ground penetrations, or for furnishing all equipment,
labor, and materials necessary for performing the various parts of that Work.
Submit reports from a testing laboratory performed in the last 6 months verifying the gradation
and material composition of all aggregates to be used on the project to confirm they conform to
the requirements of this Section.
If the aggregate is sourced from a known area of ultramafic rock, submit recent (no older than 6
months) laboratory testing information on aggregate base indicating that it contains no more the
1% asbestos by volume or weight.
905-3 MATERIALS
905-3.1 Subgrade Preparation
The finished subgrade surface exposed after overexcavation should be scarified to a minimum
depth of 12 inches, moisture-conditioned to within 0 to 2 percent of optimum moisture, and
compacted to a relative compaction of at least 90 percent (i.e., 90 percent of the maximum dry
density determined from ASTM D1557). Note that this work may include drying the subgrade if
necessary through mixing dry materials, allowing subgrade to dry, or other means. The City shall
not be responsible for remediating overly wet subgrade. The Contractor shall protect subgrade
as necessary during rain events as needed to avoid overly-wet subgrade during the Work.
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9-01-2021 APPENDIX I -17 -
905-3.2 Subgrade Material (Imported or Onsite) Requirements
General subgrade fill should be free of organics, oversize rock (greater than 3 inches in diameter),
trash, debris, and other deleterious or unsuitable materials, and should have an expansion index
less than twenty (20). Rock fragments or poorly weathered material meeting the above criteria
may be utilized provided those materials are not in concentrated pockets. Imported backfill
material shall have less than forty percent (40%) passing the number 200 sieve and have a sand
equivalent of at least 25. Use of imported backfill material shall be subject to the Engineer’s
acceptance. All necessary testing and test reports by the Contractor to verify and demonstrate
suitability of materials shall be at no additional expense to City.
The maximum dry density at optimum moisture content will be determined in accordance with the
latest version of ASTM D 1557. In-place field density tests will be performed in accordance with
ASTM D 1556 (sand cone), and/or ASTM D 6938 (nuclear gauge). The type, number and location
of field density tests will be determined by the Owner. One sand -cone test (ASTM D 1556) will
be taken for every ten (10) nuclear tests (ASTM D 6938). If soil material is not within two (2)
percentage points of optimal moisture content, the Contractor shall either add water or dry the
soil material by moving the soil to aerate it sufficiently such that the optimum moisture content is
achieved at no additional cost to the City.
All imported subgrade material shall be sampled at the City’s expense and shall be subject to
acceptance by the Engineer. Where imported subgrade material is required to possess certain
gradation, strength, and settlement properties, the grain size distribution of soils shall be
determined using ASTM D 422, the gradation of concrete aggregate and base materials shall be
determined using ASTM C 136, the sand equivalent of soils shall be determined using ASTM D
2419, the consolidation of soils shall be determined using ASTM D 2435, the unconfined
compressive strength of soils shall be determined using ASTM D 2166, and the expansion index
of soils shall be determined using ASTM D 4829.
905-3.3 Crushed Rock Below Pervious Concrete
The aggregate installed below pervious concrete shall consist of clean, crush ed 2 inch rock with
a minimum 40% voids. Excessive fines which inhibit the ability of the aggregate to percolate shall
not be allowed.
905-3.4 Crushed Miscellaneous Base
Crushed miscellaneous base shall be broken or crushed asphalt concrete or Portland cement
concrete and may contain crushed aggregate base or other rock materials and shall meet the
requirements of SSPWC Section 200-2.4. Crushed miscellaneous base shall be durable and
free from slaking or decomposition under the action of alternate wetting or drying. The material
shall be uniformly graded and shall meet the gradation specified by SSPWC Table 200-2.4.2, fine
gradation.
The rock shall have a sand equivalent value not less than 35.
905-3.5 Sand
Unless otherwise noted, sand shall be washed sand conforming to SSPWC Section 200-1.5,
“Portland cement concrete” gradation.
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905-3.6 Pea Gravel
Use 3/8-inch diameter washed pea gravel.
905-4 CONSTRUCTION
905-4.1 Excavation
Except when specifically provided to the contrary, excavation shall include the removal of all
materials of whatever nature encountered, including all obstructions of any nature that would
interfere with the proper execution and completion of the Work. Th e removal of said materials
shall conform to the lines, grades, and cross sections shown or ordered. Pothole the existing
irrigation piping network that is located in the planted medians, parkways and common
landscaped areas. Furnish, place, and maintain all supports and shoring that may be required
for the sides of the excavations, and all pumping, ditching, or other measures for the removal or
exclusion of water, including taking care of storm water, groundwater (dewatering if required), and
surface water reaching the Site of the Work from any source so as to prevent damage to the Work
or adjoining property. No additional compensation shall be made for rocks, cobbles, slurry,
unidentified utilities, or other items which are encountered during excavation.
905-4.2 Disposal of Excess And Unsuitable Excavated Material
Remove and legally dispose of all grubbed and excavated material. The City reserves the right
to take samples of unsuitable/excess material.
Unsuitable material shall be defined as material containing excessive amounts of organic matter,
peat, blue clay, trash or debris; or as designated by the City’s Representative; or debris produced
by clearing, grubbing, and demolition of existing structures, pavement, or pipe; or soil classified
by test method ASTM D2487 as groups OL, CH, MH, OH or PT; or not meeting the grading or
classification specified for the Work.
905-4.3 Subgrade Placement
Onsite subgrade materials and imported subgrade materials shall be evenly placed in uniform
horizontal loose lifts not exceeding eight (8) inches in thickness, and compacted by mechanical
means to a relative compaction value as required in these specifications and determined by ASTM
Test Method D1557. Each layer of fill material shall cover the length and width of the area to be
filled before the next layer of material is placed. The moisture content of the material shall be
controlled and water shall be applied as necessary to achieve the specified compaction at
optimum moisture content and for the prevention of dust nuisance. No fill material shall be placed
on standing water in any excavation. Subgrade shall not be dropped directly upon any structure.
Dewatering of excavations may be required. In this event, the Contractor shall be responsible for
collecting and disposing of all nuisance water. Additionally, where native soil is used, it may need
to be amended with drier materials or dried out prior to use. Compaction shall only occur when
soils are within 2 percent of optimum moisture content.
905-4.4 Crushed Rock Below Pervious Concrete
The crushed rock underlying pervious concrete shall be spread evenly and uniformly to produce
a uniformly sloped surface conforming to the grades and elevations shown on the Plans.
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9-01-2021 APPENDIX I -19 -
905-4.5 Subgrade and Base Below Asphalt Concrete
Subgrade located within 1 ft of the pavement section shall be compacted to a minimum relative
compaction of 95 percent of maximum dry density. Aggregate base shall be compacted in a
minimum of two lifts and shall be compacted to a minimum of 95 percent of maximum dry density.
Aggregate base shall be moisture conditioned to within 2 percent of optimum moisture content.
905-4.6 Infiltration Trenches
Infiltration trenches shall be constructed as shown on the Plans and in accordance with the
recommendations of the Geotechnical Report. The Contractor shall verify percolation is suitable
(1.5 in/hr, see Geotechnical Report) prior to placing concrete.
905-5 MEASUREMENT AND PAYMENT
Excavation, grading, and subgrade shall be measured and paid for on a lump sum basis as shown
in the Bid Schedule. Payment will be made at the lump sum price bid on the basis of a percentage
completed in accordance with the Plans and these Special Provisions. Such payment shall be
considered full compensation for providing all labor and equipment and performing all work related
to excavation, including disposal of excess material removed, grading, subgrade preparation,
placement of aggregate base below hardscape (including asphalt and pervious concrete),
construction of infiltration trenches, percolation testing, trenching, backfill, compaction,
dewatering as necessary, related work, and all incidentals necessary to complete the work in
accordance with the Standard Specifications and these Special Provisions.
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SECTION 906
ASPHALT CONCRETE PAVEMENT
(Bid Item No. 6)
906-1 GENERAL
Work to be performed under this Section covers all labor, materials, tools, equipment and
incidentals necessary to furnish and apply, complete in place Asphalt Concrete consisting of
placing asphalt concrete and base to the specified depth.
906-2 MATERIALS
Materials used shall be Type A Hot Mix Asphalt (HMA), PG 64-10 as specified in Section 39 of
the SSS. The base course shall be ¾ inch gradation, and the surface course (also to be used for
speed humps) shall be ½ inch gradation per SSS Section 39-2.02B(4)(b).
906-2.2 Tack Coat
The tack coat shall be asphalt grade PG 64-10.
906-2.3 Tack Coat Application
The tack coat shall be applied as specified in Subsection 302-5.4 of the SSPWC and these
Special Provisions. The City will determine if the pavement is sufficiently dry for the application
of the tack coat. Tack coat shall not be applied when the temperature of the surface to be tacked
is below 40° Fahrenheit in the shade.
Contractor shall clean the surfaces so that they are free of dirt and debris prior to the application
of the tack coat. City Inspector shall approve surface prior to application of tack coat. The tack
coat shall be applied only so far in advance of paving as is anticipated for that day's surfacing as
permitted by the City Inspector. Any heated, scarified, or recompacted pavement that is not
overlaid and which becomes contaminated with dirt, debris, dust, etc., or is left overnight shall
have a tack coat applied prior to overlaying.
Tack coat shall be applied to all vertical surfaces of existing pavements, curbs, gutters and
construction joints in the surfacing against which additional material is to be placed, to a pavement
to be surfaced and to other surfaces designated by the City Inspector. Any tack material deposited
on concrete surfaces not to be overlaid with asphalt concrete will be removed within five (5)
working days or the City will cause the work to be done and any cost incurred shall be deducted
from contract retention monies due.
Tack coat shall be applied in one application at a rate of between 0.05 and 0.10 gallon per square
yard of surface covered. Tack coat material shall be applied at a minimum 350 degrees
Fahrenheit (F) from a distributor truck with a heating element capable of raising the temperature
at least 3 degrees F per hour.
The tack coat shall be applied by distributor equipment at a uniform rate. In areas inaccessible to
the spray bar on the applicator truck, SS-1h emulsion may be substituted and applied from a hand
wand at a rate of 0.08 gallons per square yard. In any case where emulsified material is used,
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the tack coat shall be allowed to completely break, that is turn completely black (not dark brown),
prior to paving.
The area to which tack coat has been applied shall be closed to public traffic. Care shall be taken
to avoid tracking binder material onto adjacent surfaces. If the area is left unattended, then
appropriate “fresh oil” signs must be posted. The Contractor shall be responsible for resolving
all claims related to asphalt materials splashed/tracked on vehicles, concrete, and private
property.
The Contractor shall be responsible for protecting existing storm drain catch inlets and to ensure
that no tack coat spoils are sprayed into storm drain inlets.
No tack coat shall be left exposed overnight. Immediately in advance of placing the asphalt
concrete overlay, additional tack coat shall be applied, as directed by the City, to areas where the
tack coat has been destroyed or otherwise rendered ineffective, and no additional compensation
will be allowed for such work.
Existing concrete curb faces, gutters, driveways, valve box lids, cleanout lids, manholes, and
other existing improvements shall be protected against disfigurement from the asphalt. Residue
of the tack coat material shall be removed from curb faces, gutters, driveways, valve box lids,
cleanout lids, manholes, and other existing improvements by sandblasting to the extent required
by the City.
906-3 CONSTRUCTION
Sawcutting of existing pavement shall be per Section 904-4.
Prior to placing aggregate base or asphalt concrete, all irrigation sleeves and
electrical/communication conduits shall be installed and backfilled in the locations shown on the
Plans. Keep debris out of the pipe at all times. Installation of the pipe shall be per the
manufacturer’s recommendations.
Asphalt concrete shall be constructed as specified in Section 302-5 of the Standard
Specifications.
If at any time the asphalt concrete falls below 240°F (or the minimum permitted by the permitting
agency, whichever is greater) prior to being placed, the remainder of the truck load shall be
rejected.
906-4 DISTRIBUTION AND SPREADING
Placement of asphalt concrete shall be in conformance with Subsection 302 -5.5 of the Standard
Specifications and these Special Provisions. Asphalt concrete shall be placed in a minimum of
two (2) lifts. The top lift shall be 1-1/2 inches thick.
No longitudinal joints will be allowed.
The Contractor shall designate staging areas approved by the Engineer for trucks to transfer
trailers and perform clean out, if necessary. Trucks shall only use the approved designated areas
for these purposes.
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The provisions of Subsection 7-2.1 of the Standard Specifications are hereby incorporated into
these Special Provisions, whereby incompetent operators shall be removed from the work.
Indications of lack of experience, or unfamiliarity with the equipment or its oper ation will be
considered incompetence.
The Contractor shall be responsible for protecting existing storm drain inlets, swales, and culverts
to ensure that no sand, gravel, rock dust, tack coat, asphalt, or spoils from paving operations
enter into storm drain inlets. All Portland cement concrete, brick or other decorative surfaces
within five hundred (500) feet of the work limits that are to be crossed by trucks used to haul
pavement material shall be covered with sand or other durable covering prior to placement of
asphalt concrete.
The Contractor shall have sufficient power brooms on site during all periods of distribution and
spreading to provide for cleanup of haul routes and work areas. Power broom shall provide
miscellaneous cleanup of pavement material spoils as directed by the City’s Pro ject
Representative.
906-5 ROLLING
Rolling of asphalt concrete shall be in conformance with Subsection 302-5.6 of the Standard
Specifications and these Special Provisions.
An extra breakdown roller shall be on site at all times, free of defects.
Breakdown rolling shall commence when the asphalt concrete is placed. Rolling shall be
accomplished with the drive wheel forward and with the advance and return passes in the same
line.
906-6 MEASUREMENT AND PAYMENT
Measurement and payment for asphalt concrete, complete in place, shall be made at the contract
unit price per square foot as shown in the Bid Schedule.
The above contract price and payment shall include full compensation for furnishing all labor,
materials, tools, equipment, transportation and incidentals, and for doing all the work involved in
asphalt concrete installation, including but not limited to removals, installation of asphalt concrete
in a minimum of two lifts, compaction, related work, and all incidentals necessary to complete the
work in accordance with the Standard Specifications and these Special Provisions.
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SECTION 907
PORTLAND CEMENT CONCRETE IMPROVEMENTS
(Bid Item No. 7 and 8)
907-1 GENERAL
Work to be performed under this Section covers all labor, materials, tools, equipment and
incidentals necessary to furnish and apply, complete in place new concrete facilities, including
curb, curb and gutter, local depressions, concrete pavers adjacent to parking stalls, concrete base
below pavers adjacent to parking stalls, curb cuts, stairway, reinforcing steel, parking sign posts,
pervious concrete, drainage structures, and other facilities shown on the Plans shall be
constructed at the locations indicated on the Plans or as directed by the Engineer.
Concrete pavers and sand base below used for the pedestrian path shall be per the Landscape
Plans and are not included in this Bid Item.
907-2 SUBMITTALS
Submit concrete mix designs in accordance with ACI 318, Chapters 4 and 5, and SSPWC Section
201, except as modified herein.
Submit rebar placing drawings showing dimensions and thicknesses of concrete improvements.
Show reinforcing wire and steel. Show materials of construction by ASTM reference and grade.
Submit a current report (within 6 months) from a testing laboratory verifying aggregates are free
from any substances that will react with the cement alkalies and are classified through laboratory
testing as innocuous, as determined by Appendix X-1 of ASTM C33.
Submit concrete tickets to the City at the time of delivery.
The subcontractor performing the pervious concrete work shall submit evidence of two successful
pervious concrete pavement projects including: the project name, address, owner’s name, contact
information, and size of each project (in square feet) demonstrating it is comparable to a project
of this size.
Prior to commencing pervious concrete work, the Contractor shall cast a minimum 225 square
foot test panel (utilizing the approved mix design and meeting the installation requirements of this
Section). Coordinate the location of test panels with the City and the Engineer. The approved
test panel will be used as quality control for the remainder of the P roject. The Contractor shall
remove and legally dispose of all materials used for test panels which are not approved.
907-3 MATERIALS
907-3.1 Formwork
Design forms according to ACI 347.
Class II Forms: Use plywood in good condition, metal, or smooth-planed boards free from large
or loose knots with tongue and groove or ship lap joints.
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Class II forms may be used for all concrete surfaces regardless of location.
Coat forms with form release agent.
907-3.2 Form Release Agent
Form release agent shall effectively prevent absorption of moisture and prevent bond with the
concrete. Agent shall be nonstaining and nontoxic after 30 Calendar Days.
For steel forms, release agent shall prevent discoloration of the concrete due to rust.
907-3.3 Aggregates
Aggregates shall be natural rock, sand, or crushed natural rock and shall comply with ASTM C33.
Aggregates shall be free from any substances that will react with the cement alkalies and be
demonstrated through current laboratory testing as innocuous, as determined by Appendix X-1 of
ASTM C33.
907-3.4 Water and Ice
Use water and ice that is clean and free from objectionable quantities of organic matter, alkali,
salts, and other impurities that might reduce the strength, durability, or otherwise adversely affect
the quality of the concrete. Water shall not contain more than 500 mg/L of chlorides or more than
500 mg/L of sulfate.
907-3.5 Concrete Admixtures
Use of admixtures shall conform to SSPWC Section 201-1.2.4 and shall be approved by the City.
Do not use any admixture that contains chlorides or other corrosive elements in any concrete.
Admixtures shall be nontoxic after 30 Calendar Days.
907-3.6 Concrete Mix Design
Conform to ASTM C94, except as modified by these specifications.
Maximum water-cement ratio for concrete = 0.45 by weight.
Use classes of concrete as follows:
Non-structural concrete (including curb and gutter) shall conform to Section 201 of the SSPWC
and shall be Class 520-C-2500 unless otherwise noted. Concrete footing for the slough wall shall
be Class 520-A-2500. Where indicated, 560-C-3250 concrete shall be required (including on
stairways and concrete which is subject to vehicular loading).
Measure slump in accordance with ASTM C143. Slump shall be 4 inches maximum for all
applications.
Proportion and produce the concrete to have a maximum slump as shown. A tolerance of up to
1 inch above the indicated maximum shall be allowed for individual batches provided the average
for all batches or the most recent 10 batches tested, whichever is fewer, does not exceed the
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9-01-2021 APPENDIX I -25 -
maximum limit. Concrete of lower than usual slump may be used provided it is properly placed
and consolidated.
Mix design for pumped concrete shall produce a plastic and workable mix. The
percentage of sand in the mix shall be based on the void content of the coarse
aggregate.
Where required, epoxy shall be Simpson Set-XP or approved equivalent.
Reinforcing bar shall be of the dimension shown on the Plans, ASTM A615 Grade 60. Submit
bending list, placement drawings, and mill test certification for Engineer’s approval prior to
placement.
Pavers shall be per the landscape architect plans.
907-3.7 Pervious Concrete Mix Design
After initial curing, the pervious concrete shall be tested for infiltration by the Contractor in
accordance with ASTM C1701, witnessed by the Engineer. The infiltration rate shall be a
minimum of 100 inches per hour.
Cement shall be Portland cement type II or V conforming to ASTM C150. Class F fly ash shall
conform to ASTM C618, and ground granulated blast-furnace slag shall conform to ASTM C989.
The subgrade below the pervious concrete shall consist of coarse aggregate suitable for
infiltration for groundwater recharge (see Section 905).
The mix design for pervious concrete shall comply with the following:
Fly ash shall be no more than 15% of the total cementitious material.
Slag shall be no more than 40% of the total cementitious material.
The water/cement ratio shall be between 0.27 lb/lb and 0.31 lb/lb.
Slump for this mix shall be 2 inches +/- 1 inch.
Utilize Type D and Type F water reducing admixtures per ASTM C494.
Air content shall be 20% minimum.
The aggregate used shall consist solely of No. 4 aggregate mix, with no more than 5% passing
the No. 8 sieve.
907-3.8 Truncated Domes
See the Plans for information related to truncated dome pavers.
Truncated domes for curb ramps shall be federal yellow per the California accessibility guidelines
and shall conform to accessibility guideline R305 and CalDAG requirements. Installation on curb
ramps constructed as part of this project shall be cast-in-place.
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907-3.9 Stairway Accessories
Hand rails for stairs shall confirm to CBC 11B-505. Fabricate handrails as shown on drawings
and in accordance with the National Association of Architectural Metal Manufacturer's (NAAMM)
Pipe Railing Manual. Fit and shop assemble components in largest practical sizes for delivery to
site. Accurately form components to suit slopes, stairs and landings as shown on drawings.
Provide sleeves to match handrails for insertion in concrete curb.
Provide concrete saver yellow nose strips on each step which conform to CBC 11B -504.
907-3.10 Isolation Joints
Joint materials shall conform to ASTM D994, D1751, or D1752.
907-4 CONSTRUCTION
Construction shall conform to Section 303 of the SSPWC and the following plans (see Appendix
VII).
907-4.1 Ready-Mixed Concrete
Conform to ASTM C94.
907-4.2 Placing Concrete
Conform to ACI 304.
907-4.3 Concrete Tests
At the City’s discretion, concrete quality testing will be performed on the concrete by City as
follows:
Frequency of Sampling: Cast four concrete test cylinders from each 50 cubic yards, or fraction
thereof, of each class of concrete placed in any one day. Sampling and curing of cylinders shall
conform to ASTM C31.
Strength Testing: Test cylinders in accordance with ASTM C39. Test one cylinder at 7 Calendar
Days for information; test two cylinders at 28 Calendar Days for acceptance; and hold one cylinder
for verification. Strength acceptance will be based on the average of the strengths of the two
cylinders tested at 28 Calendar Days. If one cylinder of a 28 Calendar Day test manifests
evidence of improper sampling, molding, or testing, other than low strength, discard it and use the
fourth cylinder for the test result.
Determine concrete slump by ASTM C143 with each strength test sampling and as required to
establish consistency.
Determine air content of the concrete using ASTM C231 to verify the percentage of air in the
concrete immediately prior to depositing in forms.
Concrete acceptance shall be based on the requirements of ACI 318.
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9-01-2021 APPENDIX I -27 -
To facilitate concrete sampling and testing, the Contractor shall:
Furnish labor to assist the City in obtaining and handling samples at the Site.
Advise the City in advance of concrete placing operations to allow for scheduling and completion
of quality testing.
Provide and maintain facilities for safe storage and proper curing of concrete test specimens on
the Site, as required by ASTM C31.
New curb ramps shall include truncated domes in conformance with current standards.
The new concrete facilities shall be placed as marked by the Engineer. The line and grade of the
replaced facilities shall conform to the existing facilities. In most instances, this will consist of a
straight line between existing facilities. The Contractor shall water test all repaired curbs and
gutters, cross gutters, and other repaired drainage facilities in the presence of the City's Inspector.
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 repla ced at the
Contractor's expense.
Where curb or curb and gutter is to be removed and replace adjacent to pavement which is to
remain in place, the asphalt concrete shall be removed at least 24 inches away from the concrete.
After concrete is placed and cured, roadway subgrade shall be compacted to 95% relative
compaction and the void filled with asphalt concrete in lifts not to exceed 3 inches. A minimum of
two lifts shall be used and the top lift shall be 1-1/2 inches thick. For concrete to be removed but
not replaced, the void left shall be backfilled with clean native material.
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 surrounding landscaped area shall be filled
with clean native material and the entire area left in a clean and orderly condition.
907-5 BASE PREPARATION
Existing subgrade shall be compacted to 95% relative compaction and trimmed to the dimensions
shown on the plans. All work shall comply with Section 300 of the Standard Specifications. Soil
preparation shall be performed in accordance with Section 301-1.2 of the Standard Specifications.
907-6 CONSTRUCTION
Construction shall conform to Section 303 of the Standard Specifications and the plans (see
Appendix VII).
Concrete which will be a travelled surface shall receive a broom finish. Unless otherwise,
expansion joints in concrete shall be placed where new concrete meets existing improvements
and every 60 feet maximum. Weakened plane joints shall be placed every 5 feet or as otherwise
directed by the Engineer.
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.
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9-01-2021 APPENDIX I -28 -
After concrete is placed and cured, roadway subgrade shall be compacted to 95% relative
compaction and the void filled with asphalt concrete per Section 906.
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 and ready for landscape
planting where applicable.
Correct any unsatisfactory surface conditions prior to installing pavers. Pavers shall be installed
on top of a concrete base, as shown on the Plans. Provide only sound pavers free of defects that
could interfere with proper installation or reduce the service life of the finished work. Minor cracks
and minor chipping incidental to methods of manufacture or handling are subject to visual
inspection and the Engineer’s acceptance. Excessive cracks or chips will be cause for rejection.
There must be no efflorescence evident upon visual inspection of the pavers at the project site.
Use full pavers wherever possible. Where cutting is required, use the largest size pavers
available. No odd sized cuts on paver edge. Ragged paver cuts will not be accepted. Cut through
the full thickness of the pavers. Remove and replace pavers that are broken, chipped, stained,
or otherwise damaged. Provide new matching pavers, remove existing pavers (first three feet)
and intersperse new and existing pavers to minimize evidence of replacement.
Clean pavers during installation and upon completion of the work. Repair damage to adjacent
areas resulting from paver installation operations, as directed by the Engineer. Remove and
properly dispose of all excess material and debris upon completion of paver installation.
Truncated domes for curb ramps shall be installed in accordance with the manufacturer’s
requirements and placement shall be directed by the engineer. To the maximum extent possible,
the tactile warning surfaces shall be oriented such that the rows of truncated domes are parallel
with the direction of the ramp. When multiple tiles of tactile warning su rface are used, the
truncated domes shall be aligned between the tactile warning surface tiles and throughout the
entire tactile warning surface installation. Cutting of tactile warning surface tiles may be required
to accommodate specific site conditions. All possible attempts shall be made to minimize cutting
of the tiles. Minimum acceptable width of the cut tiles shall be 9 inches unless otherwise approved
by the Engineer. Install tactile warning surfaces true and square to the curb. Allow 1/8 inch
separation between successive tiles (if necessary) to allow for expansion and contraction. Cast
in place tactile warning surfaces shall be tamped or vibrated into the fresh concrete to ensure that
there are no voids or air pockets, and the field level of the surface is flush to the adjacent concrete
surface or as the Drawings indicate to permit proper water drainage and eliminate tripping hazards
between adjacent finishes. Pounding of tiles into stiff concrete shall not be allowed. If voids are
present under the tactile warning surfaces, they shall be removed and replaced by the Contractor
at no additional expense to the City.
Posts for parking signs shall be square posts with knockouts for the mounting bolts. The concrete
post foundations shall be a minimum of 12 inches in diameter and 18 inches in depth. Install a
unistrut sleeve in the concrete so if the post is damaged, the City can replace only the post and
not the entire foundation.
Sawcutting of curb shall conform to Specification Section 904-4.
907-6.1 Pervious Concrete
The installation of pervious concrete shall conform to the following additional requirements.
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Installation of pervious concrete shall conform to the recommendations of the National Ready
Mixed Concrete Association (NRMCA). Verify subgrade preparation, grade, and permeability are
sufficient for installation of pervious concrete. Prior to placement, the crushed rock shall be
soaked with water 2 to 12 hours prior to concrete placement, then again just prior to placement.
During placement, no vibration shall be used. Care shall be taken to avoid closing the void
structure of the pervious concrete. Use mechanical screed equipment (a rotating tube screed)
and cross roll compacted concrete to remove any screeding and compaction marks on the
concrete surface. Compact to the required cross-section and do not deviate more than 3/8 inch
in 10 feet. Frequently wet the concrete to maintain a metallic sheen without overwetting. During
placement care shall be taken to not step in the concrete, and if it occurs that section of concrete
shall be removed and not utilized due to the compaction of the concrete. No more than 20 minutes
shall elapse between the discharge of the concrete and covering the concrete in plastic sheeting.
Utilize continuous finishing and covering techniques. Curing sheeting shall be prepared and cut
to size prior to placing concrete and shall be installed with a tight seal on the edges and no
wrinkles or folds.
If more than 10 minutes elapse between concrete deliveries, the material on grade shall be raked
to straight-across or square-to-form and the section shall be finished and covered with curing
sheeting.
Cast-in-place joints formed by use of a rolling joint tool are required, subsequent use of pavement
saws shall not be allowed. Control joints shall be installed at regular internals not to exceed 1.5
times the width of the installation or 20 feet, whichever is less.
Curing shall include use of a minimum 6 mil thick clear polyethylene sheet or other approved
covering material. This cover shall remain in place for a minimum of 7 uninterrupted days. No
truck traffic shall be allowed for 14 days.
907-7 MEASUREMENT AND PAYMENT
Payment for the Portland cement concrete improvements shall be paid for on a lump sum basis
as shown in the Bid Schedule. The lump sum shall include all costs associated with the work
including, but not limited to, forming, placing and finishing concrete including the curbs, gutter,
concrete base below pavers on parking stall step-outs, speed humps, stairway including nose
strips and hand rails, ribbon gutter, parking sign posts; placement of concrete pavers on parking
stall step-outs, curb cuts, curb ramps (including truncated domes), drainage structures,
installation of a City-provided bike rack, miscellaneous 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.
Payment for pervious concrete paving shall be paid for on a unit price sum (per square foot) basis
as shown in the Bid Schedule. The unit price shall include all costs associated with the work
including, but not limited to, forming, placing and finishing concrete, curing procedures,
preparation of subgrade prior to paving, control joints, 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.
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SECTION 908
PAVEMENT DELINEATION, MARKERS AND SIGNS
(Bid Item No. 10)
908-1 GENERAL
Pavement delineation, markers and signs shall consist of traffic striping, parking signs, and
pavement symbols. The pavement shall be delineated as specified in these Special Provisions,
and as directed by the Engineer.
908-2 SUBMITTALS
Submit SDSs and cutsheets for all paint, and related materials, as well as manufacturer’s
application instructions.
Submit sign materials, finishes, thicknesses, and proofs.
Submit materials for sign posts.
Submit dimensional drawings of tire stops if manufactured tire stops will be used.
908-3 MATERIALS
The parking signs, striping materials, the application of new painted striping, and pavement
markings shall conform to the provisions in the SSS Sections: 81, “Miscellaneous Traffic Control
Devices”, 82, "Signs and Markers"; and 84, " Markings"; in addition to the Standard Plans, the
Plans for this project, and these Special Provisions. The SSS Measurement and Payment clauses
are hereby deleted.
Striping, pavement legends and symbols shall be waterbourne traffic line conforming to State
Specification PTWB-01R2, with the exception of blue or green striping, which shall be waterborne
traffic paint conforming Federal Specification TT-P-1952E. Striping, pavement legends and
symbols shall not be placed until spotted and the spotting is approved by a City representative.
All striping materials shall be approved for use in this area by the Air Pollution Control District.
Paint shall be applied in three (3) coats with adequate drying time between applications. The first
coat of paint shall be applied no sooner than fourteen (14) calendar days after final paving. The
second and third coats of paint shall be placed after the previous coat is dry.
Striping details, pavement legends and symbols shall conform to those in Caltrans Standard
Plans, current edition. Pavement legends and symbols shall be white, unless noted otherwise.
Accessible symbols and related parking stall striping shall be blue, and clean air/vanpool/EV and
EV charging station symbols and related parking stall striping shall be green.
Tire stops shall be minimum 6 inches in height and shall conform to SPPWC 120-2 or approved
equal.
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9-01-2021 APPENDIX I -31 -
908-4 TRAFFIC SIGNS
All details and dimensions for traffic signs shall conform to the Caltrans Sign Specifications, Traffic
Manual, Maintenance Manual, and Standard Plans and Standard Specifications. Copies are
available from the Caltrans Central Publication Distribution Uni t, 1900 Royal Oaks Drive,
Sacramento, CA 95815. All signs shall be reflectorized high intensity sheeting on 0.080 inch thick
5052H38 aluminum. Materials shall be certified by the manufacturer as meeting all applicable
specifications.
Sign posts shall be in accordance with Section 82-3.02B, “Metal Posts,” of the Caltrans Standard
Specifications and these special provisions. Metal sign posts shall be constructed of 12 gage
square perforated galvanized tube and conform to the requirements of ASTM designat ion A653.
Metal sign posts shall be S-Square Tube [888.267.6463; www.s-squaretube.com], Unistrut-
Telespar [800.882.5543; www.alliedtube.com], or Engineer approved equal.. Sign installation
hardware shall be vandal resistant. Wood posts and wide flange metal posts are not acceptable.
In dirt areas, sign posts shall be embedded 24-inches into an 8-inch diameter by 24-inch deep
PCC foundation. In existing pavement areas, sign posts shall be driven 24-inches through a core-
drilled hole and then grouted in place. In new pavement areas (paved medians and sidewalks),
sign posts shall be driven 24-inches through a 6-inch diameter pavement sleeve and then grouted
in place.
Prior to installation, the Contractor shall verify with the City the precise locations of all traffic signs.
908-5 CONSTRUCTION
The delineation shall be placed in the location shown on the striping plans for permanent
delineation (modified if necessary to provide a proper length transition to an adjacent Segment).
Widths of the pavement striping shall be as follows:
Item: Width (in):
Parking stall striping 4 inch
Handicap parking stall markers Per Plans
Handicap parking stall hatching 6 inch
Pavement marking materials and installation shall conform to SSS Section 84 -2.
Project signage shall conform to City Standards or Manual on Uniform Traffic Control Devices
(MUTCD) current edition.
908-6 MEASUREMENT AND PAYMENT
Full compensation for removing and disposing of existing or temporary pavement markers shall
be considered as included in the contract unit price bid for asphalt concrete pavement and no
separate payment shall be made therefore.
Measurement and payment for pavement delineation, markers, and signs, complete in place, will
be made at the contract lump sum price bid as shown in the Bid Schedule.
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The above contract price and payment shall be considered as full compensation for furnishing all
labor, tools, equipment, materials, transportation and incidentals, and for doing all the work
involved and necessary for construction of traffic signing and pavement delineation, including but
not limited to lane striping, accessible parking space striping, green striping, symbols, signs,
posts, tire stops, and associated work complete in place, as specified in the SSS and these
Special Provisions, and as directed by the Engineer.
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9-01-2021 APPENDIX I -33 -
SECTION 909
LANDSCAPING
(Bid Items No. 9 and 11)
909-1 GENERAL
Landscaping work shall consist of all items shown on the landscaping plan sheets including, but
not limited to, irrigation and planting and the concrete paver pedestrian walkway. Materials shall
be as specified in the landscaping plan sheets.
909-2 MEASUREMENT AND PAYMENT
Payment for the pedestrian walkway shall be on a lump sum basis as shown in the Bid Schedule.
The lump sum or unit price shall include all costs associated with the work including, but not
limited to, installation of sand base below pavers, concrete pavers, concrete band, truncated
domes, and related work as shown on the Plans. 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.
Payment for the landscaped areas and related improvements shall be paid for on a lump sum
basis as shown in the Bid Schedule. The lump sum shall include all costs associated with the
work including, but not limited to, installation of all irrigation items (including but not limited to pipe,
valves, controllers, bubblers, flow meter, etc.), planting, signs, pavers, concrete improvements,
monument sign, sidewalk, bus stop construction (complete with structure and appurtenances as
shown on the Plans), soil amendments, testing, and related improvements as shown on the Plans.
Such payment shall be considered full compensation for furnishing and maintaining all materials,
labor, equipment, related work, and all incidentals necessary to complete the work in accordance
with the Standard Specifications and these Special Provisions.
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9-01-2021 APPENDIX I -34 -
SECTION 910
ELECTRICAL
(Bid Item No. 12)
910-1 GENERAL
Electrical work shall consist of all items shown on the electrical plan sheets including, but not
limited to power system installation, conduits, wiring and lighting. Materials shall be as specified
in the electrical plan sheets.
Prior to acceptance, the Contractor shall fully test all installed systems and v erify that all wiring,
lighting, power, panels, and related systems are functioning as designed. If any system is not
functioning as intended, the Contractor shall make the necessary repairs to the system.
910-2 MEASUREMENT AND PAYMENT
Payment for the electrical improvements shall be paid for on a lump sum basis as shown in the
Bid Schedule. The lump sum price shall include all costs associated with the work including, but
not limited to, installation of all conduits, wiring and lighting systems, stub outs, data conduits,
bollards, panels, testing, and power systems, as shown on the Plans. Such payment shall be
considered full compensation for furnishing and maintaining all materials, labor, equipment,
related work, and all incidentals necessary to complete the work in accordance with the Standard
Specifications and these Special Provisions.
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SECTION 911
FENCE AND CONCRETE BLOCK WALL
(Bid Item No. 13)
911-1 GENERAL
Work to be performed under this Section covers all labor, materials, tools, equipment and
incidentals necessary to furnish the concrete masonry unit block wall and welded wire mesh fence
complete in place as shown on the Plans.
911-2 SUBMITTALS
911-2.1 Concrete block wall
Submit manufacturer’s catalog data of each type including special shapes required to show range
of colors, texture, finishes, and dimensions. If colored, state source of color for coordination with
mortar mix.
Submit manufacturer’s certificate and test results to show that masonry units comply with the cited
ASTM specification.
Provide ASTM test and gradations statement from concrete products supplier.
Furnish grout mix design including admixture with laboratory 7 - and 28-day compressive tests
prior to placing plant mixed grout on the Project.
Submit a report from a testing laboratory verifying that aggregate material conforms to the
specified gradations or characteristics.
Submit reinforcing bending lists and placing drawings for all reinforcing. Placing drawings shall
indicate all openings including additional reinforcing at openings and corner bar arrangements at
intersecting walls indicated in the typical detail and structural drawings. Placing drawings shall
be prepared by the Contractor and not include photocopies of the Contract Documents.
911-2.2 Welded wire mesh fence
Submit posts, welded wire mesh, bracing, stiffening beams, and all related materials used in fence
construction.
911-3 MATERIALS
Materials for the welded wire mesh fence shall conform to Metrolink Engineering Standard
5105, except modified as necessary for installation in a CMU block wall in lieu of in the ground
as shown in the Standard. Concrete footings shall not be required, as posts shall be installed in
the cells of the CMU wall. Diagonal bracing shall be used at both terminal posts. Line posts
shall be 2 inches in diameter and end posts shall be 2.5 inches in diameter in accordance with
Metrolink Engineering Standard 5106.
Refer to SPPWC 621-2 for details relating to reinforcement and post installation within the
concrete block wall.
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Provide ASTM C90, standard, hollow load-bearing concrete masonry units, medium weight, , solid
grouted. Average compressive strength over net area: 1,900 psi. Nominal face dimension shall
be 8 inches by 8 inches by 16 inches long. Masonry unit color and style will be selected by the
City. Block to be manufactured by Angelus Block, Inc., Desert Block, Inc., or equal.
Units shall be modular and shall include all special shapes and sizes to complete the Work as
shown. Units shall be sound and free from cracks, chipped edges, or other defects that would
interfere with their proper setting or impair the strength of durability of the construction. Where
used as the finished surface of exposed masonry walls, units shall be free from surface defects
that would be noticeable and objectionable at a distance of 10 feet from the finished wall. Provide
special units for bond beams, sills, columns and half blocks to hold cutting to a minimum.
Cement for grout shall be Portland Type I or II in accordance with ASTM C150. Sand shall be a
natural, fine granular aggregate and passing the No. 4 sieve with 10% to 35% passing the No. 50
and 2% to 15% passing the No. 100 or manufactured sand in ASTM C144. Lime shall be hydrated
in accordance with ASTM C207, Type S, lime putty, slaked quicklime per ASTM C5. Grout shall
be a ready mixed product with a minimum 28 day strength of 2,000 psi and shall conform to table
2103.12 of the CBC and ASTM C476. Mortar shall be Type “S” per the CBC, table 2105.2.2.1.2.
Admixture for grout shall be approved by the Engineer.
911-4 CONSTRUCTION
Installation of the welded wire mesh fence shall conform to Metrolink Engineering Standard
5105 and SSPWC 621-2.
Store masonry units above ground on level platforms which allow air circulation under stacked
units. Cover and protect against wetting prior to use. Deliver units on pallets or flat bed
barrows. Do not permit free discharge from conveyor or mortar trays.
Mechanically mix mortar for at least five minutes with the amount of water required to produce
the desired workability. Retemper on mortar boards by adding water within a basin formed in
the mortar and rework the mortar into the water. Do not dash or pour water over the mortar. Do
not retemper harsh, non-plastic mortar. Remove from the Work mortar which is unused after
one hour of the initial mixing.
Provide ready mixed grout. Add grout admixture in accordance with the manufacturer’s
recommendations. Remove from the Work grout which is not used after one hour from initial
mixing.
Install vertical reinforcement such that bars are continuous without splices. Ensure that the cells
to be grouted are free from debris and that the vertical reinforcing bars contact the concrete
footing or slab. Provide cleanouts if necessary.
Fill all cells solid with grout from footings to top of wall.
Reinforcing shall be positioned as indicated on the plans with dowels from footing being placed
with 2-3/4” clearance from the face of the masonry in all directions.
Place horizontal reinforcing in special bond beam or other channel units. Lap splices by 50
diameters and securely tie.
All masonry work shall conform to chapter 21 of the CBC.
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Do not lay block on concrete footings until concrete has reached a compressive strength of
2,000 psi when tested.
Lay dry block units starting on a full mortar bed over a clean foundation. If the air temperature is
below 40 degrees F, heaters are required for curing. If the air temperature is over 95 degrees
F, provide shade over the mortar construction.
Lay masonry true to dimension, plumb, and square in running bond. All courses shall be level
with joints of uniform width. Match the mortar lines in the existing masonry wall that is forming
one side of the structure.
Adjust masonry unit to final position while mortar is soft and plastic. If units are displaced after
mortar has stiffened, removed, clean joints and units of mortar, and relay with fresh mortar.
When joining fresh masonry to set or partially set masonry construction, clean exposed surfaces
of set masonry and remove loose mortar prior to laying new masonry.
Lay with full mortar coverage on horizontal and vertical faces. Cover webs in all courses of
piers, columns and pilasters, and where adjacent cells or cavities are not to be filled with grout.
Set anchor bolts to line and grade with proper projection prior to grouting.
Securely hold vertical reinforcement grouting at top and bottom and at 192 bar diameters.
As masonry Work progresses, install angles, metal items, flashings, anchors, wall plugs and
other accessories. Spaces around built in Work shall be complete and solidly filled in with
masonry.
Protect previously installed improvements from mortar drippings and other damage during
construction. Protect face materials against staining by removing misplaced mortar or grout
immediately and by brushing the masonry surface at the end of each day’s work.
Finish of horizontal and vertical face joints shall be 3/8-inch thick and uniform. Vertical joints
shall be tight. Tool joints in surfaces to remain exposed with a round jointer as soon as they are
thumbprint hard. Joints to receive caulking shall be raked out ¾-inches and left ready for
caulking. Strike flush unexposed joints.
Use running bond with vertical joints located at center of masonry units in alternate course
below except where staked bond is noted. Bond intersecting masonry walls.
Fill horizontal joints with mortar between top of masonry partitions and underside of concrete
slabs or beams.
Install control joints where indicated on the Plans. Unless other spacing is indicated, provide
3/8-inch wide control joints in concrete masonry walls, spaced a maximum of 20 feet. Form
control joints with square end masonry units having sash groove and filled with synthetic rubber
filler. Omit mortar from joint.
Interior joints shall be struck flush and stacked.
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At final completion of unit masonry work, fill any remaining holes in joints and tool. Do not fill
weep holes. Cut out and repoint defective joints. Dry brush masonry surface after mortar has
set, at end of each day’s work, and after final pointing. Leave work and surrounding surfaces
clean and free of mortar spots and droppings.
Do not saturate a masonry wall with water for curing, but where the atmosphere is dry, dampen
the surfaces with a very light fog spray during a curing period for the mortar of three days.
Brace the wall against wind and seismic forces during construction.
Before grouting, allow masonry joints to cure at least 18 hours for low lift grouting and 72 hours
for high lift grouting.
After inspection of walls for grouting, place forms over any cleanout and ins pection holes and fill
cells requiring grout to not over 4 feet in height for low lift grout placement. Limit high lift grout
placement to lifts of 4 feet maximum. Minimum time period between grout lifts shall be one
hour.
Fill all cells. Consolidate the grout by vibrating.
Fill all spaces around built in items.
Immediately wash spilled grout from surfaces of masonry units.
Grout shall be properly consolidated by mechanical vibration. All embedded items and
reinforcing steel shall be properly secured in position prior to grouting.
911-5 MEASUREMENT AND PAYMENT
Payment for the fence and concrete block slough wall shall be paid for on a lump sum basis as
shown in the Bid Schedule. The lump sum price shall include all costs associated with the work
including, but not limited to, construction of the western boundary fence in its entirety, wire mesh
fence, concrete masonry unit work, reinforcement, concrete footing, grouting, and related work
as shown on the Plans. Such payment shall be considered full compensation for furnishing and
maintaining all materials, labor, equipment, related work, and all incidentals necessary to
complete the work in accordance with the Standard Specifications and these Special Provisions.
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SECTION 912
COMMUNICATIONS CONDUIT AND PULL BOXES
(Bid Item No. 14)
912-1 GENERAL
Work to be performed under this Section covers all labor, materials, tools, equipment and
incidentals necessary to furnish communications conduits and pull boxes (for a future
communications line to be installed by the City at a later time), complete in place as shown on the
Plans.
912-2 SUBMITTALS
Submit cutsheets for conduit, pull boxes, warning tape, and crushed rock.
912-3 MATERIALS
Conduit for street light installation work shall be Schedule 80 PVC electrical conduit conforming
to NEMA TC 2.
Warning tape shall be detectable underground warning tape which reads “caution
communications line below.”
Pull boxes shall be polymer concrete and shall have dimensions of approximately 30 (width) x 48
(length) x 24 inches (depth). The cover shall read “communications.” Locations of pull boxes shall
be sited with the assistance of the City Representative. Crushed rock shall be installed in the pull
boxes in conformance with SPPWC 405-1. The installation of the new conduit and pull boxes is
for a future project that is not included in this Work.
912-4 CONSTRUCTION
Installation of the conduit and pull boxes shall conform to the Plans. Concrete, landscaping, or
other improvements removed to accommodate construction shall be replaced in kind. Backfill of
the conduit shall include a minimum 12 inches of sand which conforms to Section 905, compacted
to 90% minimum compaction (except where exposed to vehicular traffic, where it shall be
compacted to 95% minimum compaction). The warning tape shall be placed at the top of this
sand layer. The area above the sand backfill may be compacted subgrade, landscaping
materials, pavement cross-section, or other material as relevant for the improvements overlying
the conduit. The finished surface of the pull boxes shall be flush with the surrounding pavement
or landscaping.
912-5 MEASUREMENT AND PAYMENT
Payment for communications conduit and pull boxes shall be paid for on a lump sum basis as
shown in the Bid Schedule. The lump sum price shall include all costs associated with the work
including, but not limited to, conduit, warning tape, backfill, compaction, pull boxes, crushed rock,
and related work as shown on the Plans. Such payment shall be considered full compensation
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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.
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SECTION 913
RELEASE ON CONTRACT
(Bid Item No. 15)
913-1 GENERAL
Prior to receiving final payment, the Contractor shall execute a "Release on Contract" form
(included in Appendix "VI" of these Specifications) which shall operate as, and shall be a release
to the City, the City Council, and each member of the City Council and their agents, from all claims
and liability to the Contractor for anything done or furnished for, or relating to, the work or for any
act of neglect of the City or of any person relating to or affecting the work, except the claim against
the City for the remainder, if any there be, of the amounts kept or retained as provided in the
SSPWC Subsection 9-3, "Payment," and except for any unsettled claims listed on said form which
have been filed in compliance with the requirements for making claims.
913-2 PAYMENT
A payment of $1.00 will be made to the Contractor for executing this document.
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APPENDIX II-1-
9-01-2021
APPENDIX II
CITY HOLIDAYS
The following days are recognized as holidays by the City (relative to this Project’s timeframe):
1. September 6, 2021 (Labor Day)
2. November 11, 2021 (Veterans Day)
3. November 25, 2021 (Thanksgiving Day)
4. November 26, 2021 (Extended Thanksgiving Day)
5. December 23, 2021 (Extended Christmas Eve)
6. December 24, 2021 (Extended Christmas Day)
7. December 31, 2021 (New Year’s Day recognized)
8. January 17, 2021 (Martin Luther King, Jr. Day)
9. February 21, 2021 (Presidents Day)
10. March 31, 2021 (Cesar Chavez Day)
11. May 30, 2021 (Memorial Day)
12. July 4, 2021 (July 4)
13. Other City Designated Holidays
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APPENDIX III-1-
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APPENDIX III
TRAFFIC ADVISORY SIGNAGE
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APPENDIX IV-1-
9-01-2021
APPENDIX IV
Ventura County Air Pollution Control Board Rule 55
Fugitive Dust
895
APPENDIX IV-2-
9-01-2021
896
APPENDIX IV-3-
9-01-2021
897
APPENDIX IV-4-
9-01-2021
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APPENDIX IV-5-
9-01-2021
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APPENDIX V-1-
9-01-2021
APPENDIX V
WAGE RATES
WAGE RATES FOR ALL CLASSIFICATIONS OF JOURNEYMAN WORKERS CAN BE FOUND
AT:
https://www.dir.ca.gov/oprl/2021-1/PWD/index.htm
WAGE RATES FOR APPRENTICE WORKERS CAN BE FOUND AT:
https://www.dir.ca.gov/oprl/pwappwage/PWAppWageStart.asp
Copies of wage rates are also kept on file at the City of Moorpark Public Works Department.
Contact the City of Moorpark at 805-517-6257 if you need assistance obtaining prevailing wage
rate information.
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902
APPENDIX VI-1-
9-01-2021
APPENDIX VI
RELEASE ON CONTRACT
CONTRACT NAME: Metrolink Station North Parking Lot Expansion Project
SPECIFICATION NO.: MPK 21-02
WHEREAS, by the terms of the contract, dated ___________, entered into by the
City of Moorpark and the undersigned Contractor, agreed to perform certain work for the
compensation specified in said contract; and
WHEREAS, the Contractor represents that said work is fully completed and that
final payment is due to the Contractor under terms of said contact,
NOW, THEREFORE, in consideration of the promises and the payment by City of
Moorpark to the Contractor of the amount due under the contract, to wit, the sum of
$___________, receipt of which is hereby acknowledged by the Contractor, the Contractor hereby
releases and forever discharges City of Moorpark of and from all manner of debts, dues,
demands, sum or sums of money, accounts, claims and causes of action, in law and in equity,
under or by virtue of said contract except as follows: (If none, leave blank)
IN WITNESS WHEREOF, the hand and seal of the Contractor have been hereunto
set this day of 202_.
THIS FORM MUST BE NOTARIZED using proper acknowledgment form (See Civil Code Section
1189, 1190, 1190a).
Contractor
By
Title
By
Title _____________________________
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APPENDIX VII-1-
9-01-2021
APPENDIX VII
PROJECT PLANS
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PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/211TITLE SHEET AND GENERAL NOTESIMPROVEMENT PLANSCITY OF MOORPARKN.T.S.VICINITY SITEN.T.S.W. LOS ANGELES AVEPOINDEXTERCORNETT AVEMCFADDEN AVEMOORPARK AVEE HIGH STEVERETT STCHARLES STMAGNOLIASPRING STPARK LANEPARK CRESTLANELETA YANCYMAJESTIC CT1ST ST2ND ST3RD STFLORY AVEDOROTHYRUTH2ND STSARAHSUSANROBERTSESTHERSHERMANMILLARD STFLINNMINORWICKSRDC-01PROJECTSITEMETROLINK STATION NORTH PARKING LOT EXPANSIONSHEET INDEXSHT. NO. DWG. NO.DESCRIPTION1C-01 TITLE SHEET AND GENERAL NOTES2C-02 GENERAL NOTES CONTINUED3C-03 GRADING COVER SHEET4C-04 ABBREVIATIONS, SURVEY DATA AND INDEX MAP5C-05 DEMOLITION SHEET6C-06 GRADING SHEET7C-07 GRADING SHEET8C-08 GRADING SHEET9C-09 DETAIL SHEET10 C-10 DETAIL SHEET11 C-11 DETAIL SHEET12 C-12 SOUTH METROLINK PARKING GRADING SHEET13 C-13 HORIZONTAL CONTROL SHEET14 C-14 HORIZONTAL CONTROL SHEET15 EL1 NOTES, SPECIFICATIONS, SCHEDULE16 EL2 LIGHTING/POWER PLAN17 EL3 DATA PLAN18 EL4 DETAILS, PANEL SCHEDULE19 EL5 TITLE-2420 L-1.1 CONSTRUCTION PLAN21 L-1.2 CONSTRUCTION DETAILS 122 L-1.3 CONSTRUCTION DETAILS 223 L-1.4 CONSTRUCTION DETAILS 324 L-2.1 IRRIGATION PLAN25 L-2.2 IRRIGATION DETAILS 126 L-2.3 IRRIGATION DETAILS 227 L-2.4 IRRIGATION DETAILS 328 L-3.1 PLANTING PLAN29 L-3.2 PLANTING DETAILS30 L-4.1 CONSTRUCTION SPECIFICATIONS31 L-4.2 IRRIGATION SPECIFICATIONS32 L-4.3 PLANTING SPECIFICATIONSGENERAL NOTES:GENERAL NOTES CONTINUED:1. ALL WORK SHALL CONFORM TO THESE IMPROVEMENT PLANS, THE PROJECTCONDITIONS OF APPROVAL, THE LATEST EDITION OF THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) "GREENBOOK”, CALTRANS SPECIFICATIONS, AND THE VENTURA COUNTY ROADSTANDARDS. IN THE EVENT OF A CONFLICT, THE MOST STRINGENTSTANDARD SHALL BE USED.2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVETHE CONTRACTOR FROM THE RESPONSIBILITY FOR THE CORRECTIONS OFERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. ALLAPPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THECITY ENGINEER FOR THE REVIEW AND APPROVAL PRIOR TO CONTINUANCEOF THE AFFECTED IMPROVEMENTS.3. NO DEVIATION FROM THESE PLANS SHALL BE MADE UNLESS A CHANGEORDER IS APPROVED BY THE CITY ENGINEER AND NOTED IN THE REVISIONBLOCK OF EACH SHEET WHERE SUCH APPROVAL HAS BEEN GIVEN.4. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR WORKWITHIN THE PUBLIC WAY PRIOR TO THE START OF ANY CONSTRUCTION.5. ALL CONTRACTORS AND SUB-CONTRACTORS SHALL POSSESS A VALID CITYOF MOORPARK BUSINESS REGISTRATION AND A VALID CALIFORNIA STATECONTRACTOR'S LICENSE PRIOR TO COMMENCING WORK.6. CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE DIVISIONS OFINDUSTRIAL REGULATIONS (CAL-OSHA) SAFETY STANDARDS. IF REQUESTEDBY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMITFROM SAID DIVISION.7. CONTRACTORS SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCEOF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK.8. ALL WORK SHALL BE PERFORMED DURING WORKING HOURS ESTABLISHEDIN THE SPECIFICATIONS AND WILL BE SUBJECT TO INSPECTION BY THEPUBLIC WORKS DEPARTMENT. WHERE OVERTIME INSPECTION IS NEEDED,SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THECITY ENGINEER, THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTIONSERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED RESOLUTIONWHICH ESTABLISHES THE FEES FOR SUCH SERVICES.9. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ANDSHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THECOMMENCEMENT OR CONTINUANCE OF WORK.10. CONTRACTORS SHALL LOCATE, PROTECT, AND SAVE ANY AND ALL SURVEYMONUMENTS THAT WILL BE OR MAY BE DAMAGED OR DESTROYED BY THESEOPERATIONS. ONCE FOUND, THE CONTRACTOR SHALL THEN NOTIFY BOTHTHE SUPERVISING CIVIL ENGINEER AND THE PUBLIC WORKS INSPECTOR. THESUPERVISING CIVIL ENGINEER SHALL RESET ALL SAID MONUMENTS PER THEREQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS ACT.11. UTILITY LOCATION AND DEPTHS SHOWN HEREON HAVE BEEN PLOTTED INACCORDANCE WITH DATA FURNISHED BY THE UTILITY COMPANIES. NEITHERTHE CITY NOR THE ENGINEER ASSUMES RESPONSIBILITY FOR THEACCURACY OF THE INFORMATION RECEIVED FROM EACH COMPANY. THECONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC ANDPRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESEOPERATIONS. ALL COSTS FOR PROTECTING, REMOVING, AND RESTORINGEXISTING IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR.12. EXISTING TRAFFIC SIGNS ARE NOT TO BE REMOVED WITHOUT PRIORNOTIFICATION AND APPROVAL OF THE CITY ENGINEER. TRAFFIC CONTROLPLANS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 5 OF THECALTRANS TRAFFIC MANUAL. TRAFFIC CONTROL PLANS SHALL BEREQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. TRAFFICCONTROL PLAN MUST BE SUBMITTED TO THE CITY ENGINEER 20 DAYS PRIORTO IMPLEMENTATION OF THE TRAFFIC CONTROL. THE CITY ENGINEER'SWRITTEN APPROVAL MUST BE OBTAINED PRIOR TO IMPLEMENTATION OF THETRAFFIC CONTROL.13. EROSION CONTROL MEASURES SHALL BE PROVIDED FOR ALL WORK INCONFORMANCE WITH NPDES REQUIREMENTS YEAR-ROUND. THE SWPPP ANDEROSION CONTROL PLANS MUST BE REVISED ANNUALLY AND SUBMITTED TOTHE CITY ENGINEER FOR REVIEW AND APPROVAL NO LATER THANSEPTEMBER 1 OF EACH YEAR.14. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TOCONSTRUCTION OF CURBS, GUTTERS, SIDEWALKS, AND PAVING UNLESSOTHERWISE WRITTEN PERMISSION ALLOWING DEVIATION FROM THISREQUIREMENT IS OBTAINED FROM THE CITY ENGINEER.15. BASE PLACEMENT SHALL NOT COMMENCE UNTIL OBTAINING CITYENGINEER'S APPROVAL OF COMPACTION REPORTS WITH ALL OTHERAPPROPRIATE TEST RESULTS (EG. SIEVE ANALYSIS, SAND EQUIVALENT,R-VALUE). REPORTS SHALL BE PREPARED BY THE GEOTECHNICALENGINEER AND THE PAVEMENT STRUCTURAL SECTION ANDINSPECTION/ACCEPTANCE OF THE SUB-GRADE BY THE INSPECTOR.16. TRAFFIC SIGNS AND STRIPING SHALL BE INSTALLED BY THE CONTRACTORTO THE SATISFACTION OF THE CITY ENGINEER.17. "RECORD" DRAWING PLANS SHALL BE SUBMITTED PRIOR TO FINALWALK-THROUGH INSPECTION AND ACCEPTANCE OF THE IMPROVEMENTS BYTHE CITY.18. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER A MINIMUM OF 48HOURS IN ADVANCE TO REQUEST FOR A PRE-CONSTRUCTION MEETING TODISCUSS THE CITY'S CONSTRUCTION POLICIES AND PROCEDURES. THISMEETING SHALL BE ATTENDED BY THE GENERAL CONTRACTOR'S SITESUPERINTENDENT AND SHALL OCCUR PRIOR TO ANY CONSTRUCTION ORGRADING.19. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AND ATRAFFIC PHASING PLAN NO LESS THAN 20 DAYS BEFORE THEPRE-CONSTRUCTION MEETING. THIS PLAN SHALL BE REVIEWED ANDAPPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF WORK.UPDATES TO THE CONSTRUCTION SCHEDULE AND TRAFFIC PHASING PLANSHALL BE SUBMITTED TO THE CITY ENGINEER ON A MONTHLY BASISTHEREAFTER AND SHALL BE REVISED TO REFLECT THE ACTUAL JOBPROGRESS TO THE SATISFACTION OF THE CITY ENGINEER.20. TRUE COPIES OF ALL APPROVED PLANS, SPECIFICATIONS AND PERMITSASSOCIATED WITH THE CONSTRUCTION AND DEVELOPMENT OF THEPROJECT INCLUDING, BUT NOT LIMITED TO, SWPPP, RWQCB NPDES PERMITRECEIPT, CITY, COUNTY AND STATE GRADING AND ENCROACHMENT PERMITS(WHEN ISSUED) SHALL BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.21. THE CONTRACTOR'S PROJECT SUPERINTENDENT SHALL BE AT THE JOB SITEAT ALL TIMES DURING ANY PHASE OF CONSTRUCTION OPERATIONS AND ARESPONSIBLE CONTACT AVAILABLE ON A 24 HOURS A DAY BASIS.22. ALL CHANGE ORDER REQUESTS SHALL BE PREPARED AND SIGNED BY THEPROJECT CIVIL ENGINEER. CHANGE ORDER FORM, FEES AND RED-LINEMARKED UP PLANS IN TRIPLICATE SHALL BE SUBMITTED TO THE CITYENGINEER. THE CONTRACTOR AND CONTRACTOR SHALL NOT CONSTRUCTTHE PROPOSED CHANGES IN THE FIELD WITHOUT THE WRITTEN APPROVALOF THE CITY ENGINEER.23. CONTRACTOR SHALL PROTECT ALL EXISTING PROPERTIES FROM DAMAGE.ACCESS TO PROPERTIES ADJACENT TO ALL AREAS OF WORK SHALL BEMAINTAINED AT ALL TIMES.24. ALL PAVEMENT JOIN LINES SHALL BE SAW-CUT IN STRAIGHT, NEAT LINES.25. A TACK COAT SHALL BE APPLIED AT ALL SAW-CUT AND JOIN LINES UNDERTHE A.C. OVERLAYS AS SPECIFIED IN SECTION 302-5.4 OF THE SSPWC.26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACTUNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 1-800-227-2600, ATLEAST 48 HOURS PRIOR TO ANY WORK.27. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARYCONSTRUCTION SURVEYING NECESSARY TO COMPLETE THE WORK.REFERENCE POINTS SHALL BE LOCATED NO MORE THAN 50 FEET APART ANDSHALL BE MARKED WITH ALL INFORMATION PERTINENT TO THE FACILITYBEING CONSTRUCTED. EACH STRUCTURE SHALL BE PROVIDED WITH NOLESS THAN 2 REFERENCE POINTS28. THE BACKFILLING OF ALL TRENCHES SHALL BE TESTED AND MEET THEAPPROVAL OF THE GEOTECHNICAL ENGINEER. BACKFILLING SHALL MEETTHE REQUIREMENTS OF THE SSPWC.29. ALL CONCRETE SIDEWALKS OR CURBS THAT ARE DAMAGED OR NOTCONSTRUCTED TO LINE AND GRADE SHALL BE SAW CUT TO THE NEARESTTRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENEDLANE JOINT, REMOVED AND REPLACED IN CONFORMANCE WITH THEAPPLICABLE PROVISIONS OF THE STANDARD PLANS. CURB & GUTTER,SIDEWALK AND ALL OTHER VISIBLE CONCRETE WITHIN THE STREET SHALLBE CONSIDERED DAMAGED AND DEFECTIVE IF ANY OF THE FOLLOWINGDEFECTS ARE NOTED: TWO, OR MORE, PITS GREATER THAN 1/4” INDIAMETER, SCRAPES OR GOUGES DEEPER THAN 1/2” IN DEPTH OR 4” INLENGTH WITHIN ANY FIVE FEET LONG SECTION OR DEVIATION FROM LINE ORGRADE OF MORE THAN 1/8” WITHIN 10 FEET.30. THE CONTRACTOR SHALL MAINTAIN ALL ADJACENT STREETS IN A NEAT,CLEAN, DUST FREE AND SANITARY CONDITION AT ALL TIMES AND TO THESATISFACTION OF THE CITY ENGINEER. THE ADJACENT STREETS SHALL BEKEPT CLEAN OF DEBRIS, CONTROLLING DUST AND OTHER NUISANCES ATALL TIMES. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL CLEAN UP ONADJACENT STREETS AFFECTED BY THE CONSTRUCTION. STREET CLEANINGSHALL BE BY WET SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NOSTOCKPILING OF BUILDING MATERIALS WITHIN THE CITY RIGHT-OF-WAYWITHOUT THE PERMISSION OF THE CITY ENGINEER.GENERAL NOTES (GRADING):31. GRADING SHALL BE IN ACCORDANCE WITH THE MOORPARK CITY BUILDINGCODE WHICH ADOPTS BY REFERENCE THE 2019 CBC, THE VENTURACOUNTY STANDARD LAND DEVELOPMENT SPECIFICATIONS, THE PROJECTCONDITIONS OF APPROVAL, AND THE LAND DEVELOPMENT MANUAL. WHENCONFLICT EXISTS, THE MOST RESTRICTIVE STANDARD SHALL BE USED.32. THE ENGINEER OF RECORD SHALL CERTIFY THAT THE ROUGH GRADINGPLAN CONFORMS TO THE CITY OF MOORPARK AND THE 2019 CBCREQUIREMENTS. THE CERTIFICATION SHALL FURTHER STATE THAT THEROUGH GRADING PLAN IS IN CONFORMANCE WITH THE APPROVEDTENTATIVE MAP AND THAT THE GRADES AND GRADING ON THE SITE ARE INSUBSTANTIAL CONFORMANCE WITH THE ROUGH GRADING PLAN. THISCERTIFICATION SHALL BE SUBMITTED TO THE CITY ENGINEER PRIOR TOACCEPTANCE OF THE ROUGH GRADING PLAN.33. ALL RECOMMENDATIONS, MADE BY THE SOILS ENGINEER (ANDENGINEERING GEOLOGIST, WHERE EMPLOYED) CONTAINED IN THEREPORTS REFERENCED HEREON AS APPROVED OR CONDITIONED BY THECITY, SHALL BE PART OF THIS GRADING PLAN.34. ALL GRADED SURFACES SUBJECT TO EROSION SHALL BE PROTECTED ASAPPROVED BY THE CITY ENGINEER. FINAL PROTECTION AND PLANTINGSHALL BE PROVIDED AND FULLY FUNCTIONAL PRIOR TO FINAL APPROVALOF GRADING. BEFORE THE BEGINNING OF THE RAINY SEASON, ALL SLOPESAND GRADED AREAS SHALL BE PROTECTED TO THE SATISFACTION OF THECITY ENGINEER.35. ALL DELETERIOUS MATERIAL, I.E. LUMBER, BRUSH OR ANY OTHERORGANIC MATERIAL OR RUBBISH, SHALL BE REMOVED FROM ALL AREASTO RECEIVE COMPACTED FILL.36. UNSUITABLE MATERIAL SHALL BE REMOVED AS REQUIRED BY THE SOILSENGINEER (AND ENGINEERING GEOLOGIST) FROM ALL AREAS TO RECEIVECOMPACTED FILL OR DRAINAGE STRUCTURES. STRICT COMPLIANCE TOREPORT RECOMMENDATIONS IS REQUIRED. DEVIATIONS REQUIRE REVIEWAND APPROVAL BY THE CITY ENGINEER.37. ALL AREAS TO RECEIVE COMPACTED FILL SHALL BE INSPECTED ANDAPPROVED BY THE SOILS ENGINEER (AND ENGINEERING GEOLOGIST)AFTER REMOVAL OF UNSUITABLE MATERIAL AND EXCAVATION OFKEYWAYS AND BENCHES AND PRIOR TO PLACEMENT OF SUBSURFACEDRAINAGE SYSTEMS OR ANY FILL.38. ALL SOIL OR ROCK MATERIALS DEEMED UNSUITABLE FOR PLACEMENT INCOMPACTED FILL SHALL BE REMOVED FROM THE SITE. PRIOR TO USE INCOMPACTED FILL, ANY MATERIAL SUCH AS CONCRETE OR IMPORTEDMATERIALS SHALL BE APPROVED BY THE SOILS ENGINEER AND CITYENGINEER. WHERE EXCAVATED MATERIAL BEING USED AS FILL IS BLOCKY,IT SHALL BE BROKEN INTO SUITABLE PARTICLE SIZES, NONE LARGERTHAN TWELVE INCHES IN LARGEST DIMENSION AND IN CONFORMANCEWITH THE 2019 CBC AND PER THE SOILS REPORT FOR THIS PROJECT.GENERAL NOTES CONTINUED:AVELOCATION MAP907
PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/212GENERAL NOTES CONTINUEDC-02GENERAL NOTES (GRADING) CONTINUED:39. STORM DRAIN PREVENTION MEASURES OR PREVENTIVE DEVICESREQUIRED BY THE CITY ENGINEER SHALL BE INSTALLED PRIOR TOBEGINNING WORK. SUBMITTAL OF PLANS FOR REVIEW BY THE CITYENGINEER IS REQUIRED PRIOR TO INSTALLATION.40. INTERIM SOILS AND GEOLOGIC REPORTS SHALL BE SUBMITTED TOTHE CITY AS REQUIRED BY THE CITY ENGINEER.41. “RECORD DRAWING” SOILS ENGINEERING AND ENGINEERINGGEOLOGY REPORTS, SUMMARIZING ALL WORK PERFORMED ANDCONCLUDING THAT FILLS HAVE BEEN PLACED ACCORDING TO THEAPPROVED PLANS (AND STATING THAT ALL GEOLOGIC FEATURESARE GROSSLY STABLE AS GRADED) SHALL BE SUBMITTED TO THECITY PRIOR TO APPROVAL OF THE ROUGH GRADING BY THE CITYENGINEER.42. ALL CONSTRUCTION, GRADING, STORAGE AND TRANSPORTATIONACTIVITIES WILL BE CONDUCTED IN A MANNER CONSISTENT WITH THESTORM WATER POLLUTION CONTROL PLAN/STORM WATERPOLLUTION PREVENTION PLAN SUBMITTED FOR THIS PROJECT ANDTHE VENTURA COUNTYWIDE STORM WATER QUALITY MANAGEMENTPROGRAM NDPES PERMIT NO. CAS004002 AND CALIFORNIA STORMWATER BEST MANAGEMENT PRACTICES (BMP'S) HANDBOOKS. ACOPY OF THE STORM WATER POLLUTION CONTROL PLAN AND/ORSTORM WATER POLLUTION PREVENTION PLAN WILL BE ON SITE ANDAVAILABLE FOR REVIEW AT ALL TIMES DURING CONSTRUCTION.43. PRIOR TO INITIATION OF ANY WORK, ALL APPROPRIATE PERMITS WILLBE PROCURED AND COPIES PROVIDED TO THE CITY ENGINEER.44. REGULAR WATERING OF SITE WILL BE REQUIRED TO CONTROL DUST.ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITYENGINEER.45. ALL CLEARING, EARTH MOVING OR EXCAVATION ACTIVITIES SHALLCEASE DURING PERIODS WHEN WINDS EXCEED 15 MILES PER HOUR.46. ANY RECORDED MONUMENTS IN THE CONSTRUCTION AREA SHALL BELOCATED AND TIED OUT AND SHALL BE PROTECTED IN PLACEDURING CONSTRUCTION.47. HAUL ROUTE PERMIT ISSUED BY THE CITY OF MOORPARK SHALL BEREQUIRED FOR ALL IMPORT/EXPORT OF MORE THAN 100 TRUCKLOADS OR 1000 CUBIC YARDS, WHICHEVER IS LESS.48. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE AND LOCAL SAFETY REQUIREMENTS.49. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS ANDREINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVEDBY THE CITY. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 24HOURS IN ADVANCE FOR INSPECTION. FAILURE TO PROCUREINSPECTION WILL REQUIRE REMOVAL OF UN-INSPECTEDIMPROVEMENTS.50. ALL BACKFILL AND FILLS OUTSIDE OF STREET RIGHT-OF-WAY SHALLBE COMPACTED TO THE GEOTECHNICAL ENGINEER'SRECOMMENDATIONS, OR AT LEAST 90 PERCENT OF MAXIMUMDENSITY AS DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D 1557METHOD “D”. THIS SHALL BE CERTIFIED BY A GEOTECHNICALENGINEER.51. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THECONTRACTOR, UNLESS OTHERWISE NOTED.52. AN NPDES PERMIT HAS BEEN OBTAINED, AND A STORM WATERPOLLUTION CONTROL PLAN (SWPCP) HAS BEEN PREPARED, FOR THISPROJECT. YEAR-ROUND ADHERENCE TO THE REQUIREMENTS OFTHESE DOCUMENTS MUST BE MAINTAINED. FAILURE TO ADHERE TOTHE REQUIREMENTS IS GROUNDS FOR SUSPENSION OR REVOCATIONOF PERMITS, SEVERE FINES AND OR IMPRISONMENT. GENERAL NPDES NOTES:53. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITIONTHAT AN ANTICIPATED STORM OR CONSTRUCTION ACTIVITY DOESNOT CARRY WASTES OR POLLUTANTS OFF THE SITE.54. DISCHARGES OF MATERIALS OTHER THAN STORM WATER AREALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE ANDCOMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DONOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATERQUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION,CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUSSUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERALREGULATIONS 40 CFR PARTS 117 & 302.55. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLIDOR LIQUID CHEMICAL SPILLS: WASTES FROM PAINTS, STAINS,SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, ASBESTOS,FIBERS, ; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR ORBATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATERAND CONCRETE WASH WATER; CONCRETE, DETERGENT ORFLOATABLE WASTES; AND WASTES FROM ANY ENGINE/EQUIPMENTSTEAM CLEANING OR CHEMICAL DEGREASING.56. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULDOCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREAON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATERRUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE, AND FEDERAL REQUIREMENTS.57. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGINGCONTAMINATED SOILS VIA SURFACE EROSION, IS PROHIBITED.DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES ANATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)PERMIT FROM THE RESPECTIVE STATE OF WATER QUALITY CONTROLBOARD.58. THE PROJECT CONSERVATION PLANS WILL INCORPORATE BESTMANAGEMENT PRACTICE (BMP'S) APPLICABLE TO THEDEVELOPMENT TO THE REVIEW AND SATISFACTION OF THE CITYENGINEER. BMP'S FOR THIS PROJECT WILL INCLUDE (BUT ARE NOTLIMITED TO THE FOLLOWING):A.NO VEHICLE MAINTENANCE SHALL BE ALLOWED ON THE SITE.B.ALL AREAS SHALL BE MAINTAINED FREE OF LITTER AND DEBRISTO PREVENT THE ACCUMULATION OF LITTER AND DEBRIS FROMENTERING THE STORM DRAIN OR BEING BLOWN OFF THE SITE.NO CLEANING AGENT OR OTHER POLLUTANT SHALL BEDISCHARGED INTO THE STORM DRAIN SYSTEM. IF ANYCLEANING AGENT OR DEGREASER IS USED, WASH WATERSHALL NOT BE DISCHARGED TO THE STORM DRAIN ORDISCARDED ON SITE. WASH WATER SHALL BE COLLECTED BYVACUUM OR OTHER SUCH APPROPRIATE METHOD ANDDISCARDED AT AN APPROVED DISPOSAL LOCATION.59. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION/GRADING PERMITAND/OR THE COMMENCEMENT OF ANY CLEARING, GRADING OREXCAVATION, THE CONTRACTOR SHALL ALSO SUBMIT A NOTICE OFINTENT (NOI) TO THE CALIFORNIA STATE WATER RESOURCESCONTROL BOARD, STORM WATER PERMIT UNIT IN ACCORDANCEWITH THE NPDES CONSTRUCTION GENERAL PERMIT (NO. CAS000002):CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THISGENERAL PERMIT INCLUDING PREPARATION OF A STORM WATERPOLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALLSUBMIT A COPY OF THE NOTICE OF INTENT (NOI) TO THE CITYENGINEER'S OFFICE AS PROOF OF PERMIT APPLICATION.60. THE CONTRACTOR SHALL EMPLOY A FULL-TIME SUPERINTENDENTFOR NPDES COMPLIANCE. THE NPDES SUPERINTENDENT SHALL BEPRESENT, ON THE PROJECT SITE MONDAY THROUGH FRIDAY AND ONALL OTHER DAYS WHEN THE PROBABILITY OF RAIN IS 40% ORHIGHER AND PRIOR TO THE START OF AND DURING ALL GRADING ORCLEARING OPERATIONS UNTIL THE RELEASE OF GRADING BONDS.THE NPDES SUPERINTENDENT SHALL HAVE FULL AUTHORITY TO HIREPERSONNEL, BIND THE CONTRACTOR IN CONTRACTS, RENTEQUIPMENT AND PURCHASE MATERIALS TO THE EXTENT NEEDED TOEFFECTUATE BEST MANAGEMENT PRACTICES. IN ADDITION, THENPDES SUPERINTENDENT SHALL BE EMPLOYED TO ASSUME NPDESCOMPLIANCE DURING THE CONSTRUCTION OF STORM DRAINAGESYSTEMS, ALL UTILITIES, AND FINAL LANDSCAPING OF THE SITE.908
3GRADING COVER SHEETGRADING COVER SHEETCITY OF MOORPARKCAUTION: UNDERGROUND STRUCTURESPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/21ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR THOSE SHOWN ONRECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THEDEVELOPER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANTTHERETO, UNDERSTANDS THAT THEY AGREE TO ASSUME LIABILITY, AND AGREE TO HOLD THEUNDERSIGNED HARMLESS FOR ANY LIABILITY FOR DAMAGE RESULTING FROM THE EXISTENCE OFUNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATEDON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWNON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARYMEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES CONCERNED BEFORESTARTING TO WORK.C-0330832426657909
ABBREVIATIONSPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/21A.C. OR ACASPHALT CONCRETEALAREA LIGHTAPPROXAPPROXIMATEAVEAVENUEBWBACK OF WALKCERT.CERTIFICATIONCFCUBIC FOOT OR CURB FACEC/LCENTERLINECMBCRUSHED MISCELLANEOUSBASEC.O.M.CITY OF MOORPARKCONCCONCRETECPCONTROL POINTCVCOMMUNICATION VAULTDELTADIADIAMETERD.O.T.DEPARTMENT OF TRANSPORTATIONDWGDRAWINGEEAST OR EASTINGEGEXISTING GROUNDELEV OR ELEV. ELEVATIONEOELECTRICAL OUTLETEVELECTRIC VEHICLEEX OR EX.EXISTINGFGFINISHED GRADEFLFLOW LINEFSFINISH SURFACEFTFOOTGBGRADE BREAKGPGUARD POSTHCHANDICAPPEDHPHIGH POINTICBIRRIGATION CONTROL BOXINVINVERTLLENGTHLF OR L.F.LINEAR FEETMMOTORCYCLEMAX. OR MAX MAXIMUMMIN. OR MINMINIMUMNNORTH OR NORTHINGNO.NUMBERN.T.S.NOT TO SCALEO.C.ON CENTERO.R.OFFICIAL RECORD±PLUS OR MINUSPBPULLBOXPCCPORTLAND CEMENT CONCRETEPEPROFESSIONAL ENGINEERPLPROPERTY LINEPMPARCEL MAPPVCPOLYVINYL CHLORIDERRADIUSRCEREGISTERED CIVIL ENGINEERRDROADREGREGISTRATIONRRRAILROADR/W OR RWRIGHT OF WAYSSLOPESCESOUTHERN CALIFORNIAEDISONSCRRASOUTHERN CALIFORNIAREGIONAL RAIN AUTHORITYSDMHSTORM DRAIN MANHOLESFSQUARE FEETSLSTREET LIGHTSPSIGN POSTSPPWCSTANDARD PLANS FORPUBLIC WORKS CONSTRUCTIONSSPWCSTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONSTSTREETSTDSTANDARDTCTOP OF CURBT/PTOP OF PIPETRTREETWTOP OF WALLTYP OR (TYP) TYPICALU.P.R.R. OR UPRR UNION PACIFIC RAIL ROADVCTCVENTURA COUNTY TRANSPORTATION COMMISSIONVERTVERTICALC-04EAST HIGH STREETEAST HIGH STREETMAGNOLIASTREETC-06AC-07AC-08ALEGENDNORTH METROLINK PARKINGSPACE COUNTSTANDARD 77ELECTRIC VEHICLE-CHARGING STATION2CLEAN AIR / VANPOOL / EV8ACCESSIBLE 2VAN ACCESSIBLE 2MOTORCYCLE 4TOTAL95PROPOSED PAVER AREA(PER LANDSCAPE PLANS)PROPOSED PEDESTRIAN PATH OF TRAVELPROPOSED PERVIOUS PCC PAVEMENT4VENTURA COUNTY BENCH MARK 37-8 ELEV. = 514.264A 3.5" VENTURA COUNTY BENCHMARK DISK LOCATED IN MOORPARK, AT THENORTHWEST CORNER OF THE INTERSECTION OF WALNUT STREET, 44.9 FEETWESTERLY FROM THE CENTER OF WALNUT STREET, 24.3 FEET NORTHERLYFROM THE CENTER OF HIGH STREET AND 0.7 FEET ABOVE THE SURFACE OFHIGH STREET, IN THE TOP OF A CONCRETE CURB.ABBREVIATIONS, SURVEY DATA ANDINDEX MAPRWRAIL ROAD RIGHT-OF-WAY LEGEND40-FOOT WIDE EASEMENT TO VENTURA COUNTY TRANSPORTATIONCOMMISSION (VCTC) AND SCRRA (METROLINK) PER 91-143117, O.R.54-FOOT WIDE EASEMENT TO UNION PACIFIC RAIL ROAD (UPRR)1212CENTERLINE UPRRRWRWTHE ASSUMED BEARING OF N 89° 57' 38" E ALONG THE CENTERLINE OF HIGHSTREET WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEYMMMMN 00°02'22" W 100.00'N 00°02'22"W 100.00'INDEX MAPA-SCALE: 1" = 20'C-12AN 89°57'38" E387.03'N 89°57'38" E387.03'94.00'40.00'54.00'80.00'40.00'40.00'DETECTABLE WARNING STRIPVENTURA COUNTY FIRE STATION 42MOORPARK AVEMETROLINK ACCESS ROADPROPOSED DOUBLE SIDED SOUTHMETROLINK PARKING LOT SIGN. REFER TOLANDSCAPE PLANS FOR SIGN DETAILS.15.00'TO SOUTH METROLINKPARKING LOT910
PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/215DEMOLITION SHEETEAST HIGH STREETEX. PLATFORMEX. PLATFORMN 89°57'38" E 387.03'N 89°57'38" E 387.03'DEMOLITION NOTESREMOVE EXISTING TREE (18 TOTAL).PRESERVE AND PROTECT EXISTING TREE (7 TOTAL).REMOVE 167± L.F. OF EXISTING CHAIN LINK FENCE.REMOVE EXISTING 12-INCH DIA CONCRETE FENCE POST FOOTINGS (10 TOTAL).REMOVE EXISTING A.C. PAVEMENT (APPROX 28030 SF).REMOVE 520± L.F. OF EXISTING CURB.EXISTING POWER METER PEDESTAL TO BE REPLACED. REFER TO ELECTRICALPLAN FOR DETAILS. CONTRACTOR TO REPLACE. COORDINATE WITH SCE.EXISTING ELECTRIC CAR CHARGING STATION TO BE REMOVED.REMOVE EXISTING TIRE STOP (ALL).REMOVE EXISTING PARKING SIGNS.REMOVE EXISTING PARKING LOT AREA LIGHT. REFER TO ELECTRICAL PLANSHEET 8 (EL2).REMOVE 373± L.F. OF EXISTING VARIED WIDTH SIDEWALK.REMOVE EXISTING METROLINK SIGN.REMOVE EXISTING ACCESSIBLE RAMP.REMOVE EXISTING GUARD POST (2 TOTAL).ABCDEFGAAA3 TREESA3 TREESAA3 TREESBBBAABABAEX. FENCECD(TYP)EX. EDGE OFPAVEMENTEEE116± L.F. EX.CHAIN LINKFENCE.PROTECT INPLACEFFFHHPLIII(TYP)I(TYP)GJJJJJJJJJJJJJJKKKLL4'EX EDGE OFPAVEMENTFFKKSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY (SCRRA) IS NOT A MEMBER OF DIGALERT.THE CONTRACTOR SHALL CALL SCRRA'S SIGNAL DEPARTMENT AT (909) 592-1346 A MINIMUMOF FIVE DAYS PRIOR TO BEGINNING CONSTRUCTION TO MARK SIGNAL AND COMMUNICATIONCABLES AND CONDUITS. TO ASSURE CABLES AND CONDUITS HAVE BEEN MARKED, NO WORKMAY PROCEED UNTIL YOU HAVE BEEN PROVIDED WITH AN SCRRA DIG NUMBER. IN CASE OFSIGNAL EMERGENCIES OR GRADE CROSSING PROBLEMS, THE CONTRACTOR SHALL CALLSCRRA'S 24-HOUR SIGNAL EMERGENCY NUMBER 1-888-446-9721BEFORE EXCAVATING, THE CONTRACTOR MUST DETERMINE WHETHER ANY UNDERGROUNDPIPE LINES, ELECTRIC WIRES, OR CABLES, INCLUDING FIBER OPTIC CABLE SYSTEMS, AREPRESENT AND LOCATED WITHIN THE PROJECT WORK AREA BY CALLING THE SOUTHERNCALIFORNIA UNDERGROUND SERVICE ALERT AT 811.CONTACT SCRRA'S CONSULTANT/CONTRACTOR AT (213) 305-8424 TO ARRANGE FORFLAGGING SERVICES. FLAGGING SERVICE IS DEPENDENT ON THE EMPLOYEE-IN-CHARGE(EIC) AVAILABILITY AND MAY REQUIRE A MINIMUM OF FIFTEEN WORKING DAYS PRIOR TOBEGINNING WORK. PRIOR NOTIFICATION OF FLAGGING SERVICES DOES NOT GUARANTEE THEAVAILABILITY OF THE EIC FOR THE PROPOSED DATE OF WORK.CONTACT MS LAURENE LOPEZ, SCRRA'S THIRD PARTY SAFETY INSTRUCTOR, AT1-909-451-2885 TO ARRANGE FOR THIRD PARTY SAFETY TRAINING. ALLOW 24 TO 72 HOURSFROM THE REQUEST FOR SAFETY TRAINING TO ARRANGE THE TRAINING.CONTRACTOR IS TO COMPLETE SCRRA'S TEMPORARY RIGHT OF ENTRY AGREEMENT, FORM 6.THE APPLICANT AND/OR THE CONTRACTOR SHALL FOLLOW SCRRA RULES ANDREGULATIONS, ADDRESSED IN "RULES AND REQUIREMENTS FOR CONSTRUCTION ONRAILWAY PROPERTY (SCRRA FORM 37).NO EQUIPMENT, TRUCKS OR MATERIAL ARE ALLOWED TO BE STORED ON THE RAILROADRIGHT-OF-WAY.1.2.3.4.5.6.7.SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY (SCRRA) NOTES:94.00'40.00'RAIL ROAD RIGHT-OF-WAY LEGEND40-FOOT WIDE EASEMENT TO VENTURA COUNTY TRANSPORTATIONCOMMISSION (VCTC) AND SCRRA (METROLINK) PER 91-143117, O.R.54-FOOT WIDE EASEMENT TO UNION PACIFIC RAIL ROAD (UPRR)11R/WR/W54.00'22R/WR/WCITY - OWNERVCTC - OWNERPARCEL 372 PM 27PARCEL 472 PM 27PARCEL BMMCENTERLINE UPRRC-05FNNNFR/WN 00°02'22" W 100.00'(TYP ALL LOCATIONS)EX. RAMPEX. RAMPBAEX RAILROAD TRACKSFFEIIJJLN 00°02'22" W 100.00'BN 00°02'22"W 100.00'CBEGINCENDFBEGINFBEGINFENDFENDBEGINFENDOOLLBEGINLENDLBEGINLNN911
522.57 TC522.07 FS522.41 TC521.91 FS522.28 TC521.78 FS522.61 TC522.11 FS522.68 TC522.18 FS521.45 TC520.95 FS521.19 TC520.69 FL521.20 TC520.70 FL521.50 TC521.00 FS521.63 TC521.13 FS521.27 TC520.77 FS520.75FL/INV521.36 TC520.86 FL520.86 INV523.87 TC523.37 FS523.14 TC522.64 FS522.05 TC521.55 FS521.86 TC521.36 FS521.19 TC520.69 FS521.19 TC520.69 FS521.19 TC520.69 FS523.73 TC523.23 FSPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/216EAST HIGH STREETC-06GRADING PLANA-SCALE: 1" = 10'521.5
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S523.14 TC522.64 FS521.52 TC521.02 FS0.5%0%7.3%523.00 TC522.50 FS0.9%1.2%1.3%523.06 TC522.56 FS20.00'523.14 TC522.64 FS523.14 TC523.14 FS523.14 TC522.64 FS523.14 TC522.64 FSCONSTRUCT 6-INCH CONCRETE CURB PER SPPWC STD DWG. 120-2, A1-6(150).INSTALL 4 12-INCHES A.C. OVER 6 12-INCHES CMB. SEEEX PULL BOX. PROTECT IN PLACE.INSTALL AREA LIGHT PER ELECTRICAL PLAN EL2.2' WIDE CAR OVERHANG LIMITS.EX 24-INCH STORM DRAIN PIPE PER C.O.M. DWG 92-ML-10463.4-INCH THICK CONCRETE OVER 3-INCH CMB. SEEINSTALL CONCRETE PAVERS. SEEINSTALLATION OF ELECTRIC CAR CHARGER BY OTHERS. REFER TO ELECTRICAL PLANS FOR POWER.PROPOSED LANDSCAPE AREA. REFER TO LANDSCAPE PLANS FOR DETAILS.PAINTED "CLEAN AIR/VANPOOL/EV" PER CALGREEN STD 5.106.5.2.1 IN GREEN PAINT.PAINTED "EV CHARGING ONLY" PER D.O.T. CALIFORNIA FIGURE 3B-108 (CA) IN GREEN PAINT."ELECTRICAL VEHICLE CHARGING STATION TOW-AWAY" SIGN PER D.O.T. CALFORNIA CODE R113(CA).PARKING LOT STRIPING PER THE SPECIFICATIONS.BIKE RACK PROVIDED BY THE CITY TO BE INSTALLED BY CONTRACTOR.CONSTRUCT 6-INCH CONCRETE CURB AND 18-INCH GUTTER PER SPPWC STD DWG 120-2, A2-6 (150).INSTALL 6' - 4" HIGH WELDED WIRE MESH FENCE PER METROLINK ENGINEERING STANDARD 5105.EX STREET LIGHT. PROTECT IN PLACE.TWO 4-INCH CONDUITS FOR FUTURE COMMUNICATIONS LINE. INSTALL A PULL ROPE IN THE EMPTY CONDUITS.SEE12-INCH WIDE CURB CUT. SEECONSTRUCT 1.5-FOOT HIGH MAX CONCRETE BLOCK SLOUGH WALL PER SPPWC STD PLAN 622-4. SEE PLAN FORPROPOSED HEIGHT.METROLINK / AMTRAK MONUMENT SIGN. SEE6-INCH THICK PERVIOUS PCC PAVEMENT. SEECONSTRUCT OPEN CONCRETE CHANNEL. SEEINSTALL 12-INCH WIDE PARKWAY DRAIN PER SPPWC STD PLAN 151-2, MODIFIED TO 3-INCH TALL CHANNEL.INSTALL BROADBAND SERVICES PULL BOX (48 X 30 X 24-INCHES). PULL BOXES SHALL BE FLUSH WITH SURROUNDINGSURFACE.INSTALL ELECTRICAL CONDUITS PER ELECTRICAL PLANS.SEAT WALL PER LANDSCAPE PLANS.SIDEWALK IMPROVEMENTS AND PAVEMENT/LANDSCAPING/BUS STOP LAYOUTS AND DETAILS PER LANDSCAPE PLANS.3-FOOT WIDE X 5.5-FOOT DEEP PERCOLATION TRENCH. SEE3-FOOT WIDE BY 3-FOOT DEEP PERCOLATION TRENCH BURIED UNDER IMPROVEMENTS TO CONNECT BASINS. INSTALLFILTER FABRIC ON ALL FOUR SURFACES OF TRENCH (TOP, BOTTOM AND SIDES). TRENCH TOP TO BE 3-FEET BELOWFINISHED SURFACE ELEVATION.1567C-107891315C-093171920212224252728293234C-096CONSTRUCTION NOTESN 89°57'38" E387.03'111521.34 TC520.84 FL17171717171717171717171717522.21 TC521.71 FS9(S=0.0071)(S=0.009)9CL5556666242525282828710%0.5%0.5%0%521.65 TC521.15 FS0.7%1.8%1.00'GB1.8%0.9%0.5%521.66 TC521.16 FS521.51 TC521.01 FS1521.8
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20208882121113(TYP)13(TYP)13(TYP)523.91 TC523.41 FS523.96 TC523.46 FS523.96 TC523.46 FS1.4%524.13 TC523.63 FS0%MMMM2%20.00'1.8%22(TYP)22(TYP)22(TYP)22(TYP)29521.59 TW(520.21 EG)341.43-FTHIGH521.46 TW(520.21 EG)341.25-FTHIGH521.55 TW(520.55 EG)341-FTHIGH8.00'20.00'(TYP)20.00'(TYP)20.00'(TYP)0.5%15272727273434272727771EX METROLINK PLATFORM13(TYP)38383888881212522.00 TW(520.50 EG)341.50-FTHIGH270%4142(520.65 TC)(520.25 FL)(0.40'CF)40C-105400.5%42RWRW40.00'RAIL ROAD RIGHT-OF-WAY LEGEND40-FOOT WIDE EASEMENT TO VENTURA COUNTY TRANSPORTATIONCOMMISSION (VCTC) AND SCRRA (METROLINK) PER 91-143117, O.R.54-FOOT WIDE EASEMENT TO UNION PACIFIC RAIL ROAD (UPRR)121RW20.00'54.00'2C-1151.2%GRADING SHEETRWRWC-106523.00 TW(523.00 FG)340-FTHIGH27(521)(522)(523)(524)(525)(520)(520)(521)(521)(522)(523)(521)(521)(522)(522)(526)0.5%520.28 INV4%4132C-11432521.50FG6.00'8.33%6.00'8.33%524.11 TC523.61 FS523.76 TC523.76 FS524.12 FS523.76 TC523.26 FS524.11 TC524.11 FS2%0.5%1.5%0%2.2%2.0%3.0%2.6%6.00'0.5%0.7%3.5%14.00'2.5%1.5%1.7%2.2%1.2%1.0%0%521521521521522523523522522523524GBGB1.3%47474747SIDEWALKSIDEWALK9%10%35L-1.3B35515151510.9%5454EAST HIGH STREET FRONTAGE IMPROVEMENTS555555C-1168.00'5656912
34.64'524.40 TC523.90 FS524.04 TC523.54 FS523.29 TC522.79 FS523.94 TC523.44 FS524.21 TC523.71 FS524.45 TC523.95 FS524.26FS(526.40)(FS)524.02 TC523.52 FS523.95 TC523.45 FS524.34 TC523.84 FS523.54 TC523.04 FS523.64 TC523.14 FS523.59 TC523.09 FS523.75 TC523.25 FS523.23 TC522.73 FS523.07 TC522.57 FS523.15 TC522.65 FS523.82 TC523.32 FS524.47 TC523.97 FS524.9
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S PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/217EAST HIGH STREETC-07GBGRADING PLANA-SCALE: 1" = 10'MATCH LINE - SEE SHEET C-08MATCH LINE - SEE SHEET C-06N 89°57'38" E387.03'(S=0.009)9(S=0.025)10CL10(S=0.0077)CONSTRUCT 6-INCH CONCRETE CURB PER SPPWC STD DWG. 120-2, A1-6(150).CONSTRUCT 10' WIDE PEDESTRIAN WALKWAY. SEE LANDSCAPE SHEET L-1.1 AND1' SAWCUT LINE. JOIN EXISTING PAVEMENT.MATERIAL AND PAVER LAYOUT PER LANDSCAPING PLANINSTALL 4 12-INCHES A.C. OVER 6 12-INCHES CMB. SEEEX PULL BOX. PROTECT IN PLACE.INSTALL AREA LIGHT PER ELECTRICAL PLAN EL2.2' WIDE CAR OVERHANG LIMITS.EX 24-INCH STORM DRAIN PIPE PER C.O.M. DWG 92-ML-10463.EX 18-INCH STORM DRAIN PIPE PER C.O.M. DWG 92-ML-10463.4-INCH THICK CONCRETE OVER 3-INCH CMB. SEEINSTALL CONCRETE PAVERS. SEEINSTALLATION OF TICKET KIOSK BY OTHERS. REFER TO ELECTRICAL PLANS FOR POWER.INSTALL ACCESSIBLE PARKING SIGN. SEEPROPOSED LANDSCAPE AREA. REFER TO LANDSCAPE PLANS FOR DETAILS.CONSTRUCT CONCRETE STAIRS WITH HANDRAIL. SEEPARKING LOT STRIPING PER THE SPECIFICATIONS.PAINT A 6-INCH WIDE BLUE BORDER OUTLINE. WITHIN THE BLUE BORDER, PAINT HATCHED LINES THAT ARE SPACEDAPART 18-INCH MIN. OR 36-INCH MAX. ON-CENTER TO DELINEATE THE PATH OF TRAVEL.ACCESSIBLE PARKING STRIPING AND SYMBOL PAINT PER CALDAG MANUAL 2017 FIGURES CD-21B AND CD-21D.EX STREET LIGHT. PROTECT IN PLACE.TWO 4-INCH CONDUITS FOR FUTURE COMMUNICATIONS LINE. INSTALL A PULL ROPE IN THE EMPTY CONDUITS.SEE6-FOOT LONG BY 8-INCH WIDE BY 6-INCH TALL CONCRETE TIRE STOP.6-INCH THICK PERVIOUS PCC PAVEMENT. SEEINSTALL VAN ACCESSIBLE PARKING SIGNAGE. SEECAST IN PLACE TRUNCATED DOME PLACEMENT PER SPPWC STD PLAN 111-5.INSTALL TOW AWAY SIGNAGE. SEEINSTALL ELECTRICAL CONDUITS PER ELECTRICAL PLANS.CONCRETE UNDERGROUND PULL BOX PER ELECTRICAL PLANS.METER PEDESTAL PER ELECTRICAL PLANS.COLORED CONCRETE TRUNCATED PAVERS PER LANDSCAPE PLANS.SEAT WALL PER LANDSCAPE PLANS.REMOVE EX AC PAVEMENT. REPLACE IN KIND.SIDEWALK IMPROVEMENTS AND PAVEMENT/LANDSCAPING/BUS STOP LAYOUTS AND DETAILS PER LANDSCAPE PLANS.3-FOOT WIDE X 5.5-FOOT DEEP PERCOLATION TRENCH. SEE3-FOOT WIDE BY 3-FOOT DEEP PERCOLATION TRENCH BURIED UNDER IMPROVEMENTS TO CONNECT BASINS. INSTALLFILTER FABRIC ON ALL FOUR SURFACES OF TRENCH (TOP, BOTTOM AND SIDES). TRENCH TOP TO BE 3-FEET BELOWFINISHED SURFACE ELEVATION.1234C-091L-1.1A567C-1078910121314C-093161718C-094C-095222328293338CONSTRUCTION NOTES523.3
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S 524.02 TC523.52 FS6.75'1.8%0.6%523.24 TC522.74 FS11769.00'8.00'8.00'20.00'524.09 FS524.16 FS524.26 FS524.4
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0.5%0.9%9%4.9%523.24 TC523.24 FS1.0%523.24 TC523.24 FS523.24 TC522.74 FS523.24 TC522.74 FS280.5%0.5%1.5%523.94 TC523.44 FS11.1%20.00'1.0%20.00'524.37 FS524.48 FS524.56 FS524.66 FS524.73 FS524.76 FS524.79FS3.1%17171717171.9%
1.9%
1.9%
1.9%1.0%1.0%173.6%3.4%3.3%3.3%2.4%2.4%1.00'210.00'41.1%0.9%524.47 TC523.97 FS524.54 TC524.04 FS0.7%524.19 TC523.69 FS524.21 TC523.71 FS524.16 TC523.66 FS524.16 TC523.66 FS1.0%524.42 TC523.92 FS1120.00'20.00'(TYP)(TYP)20.00'(TYP)5555EX METROLINK PLATFORM77523.86 TC523.36 FS523.86 TC523.86 FS524.21 TC524.21 FS141823232322222213(TYP)13(TYP)13(TYP)C-097C-098(TYP)(TYP)(TYP)C-11512123333525.08FS4.8%10.79'1%3838881644291523.81FSC-10320.00'4.5%40.00'RAIL ROAD RIGHT-OF-WAY LEGEND40-FOOT WIDE EASEMENT TO VENTURA COUNTY TRANSPORTATIONCOMMISSION (VCTC) AND SCRRA (METROLINK) PER 91-143117, O.R.54-FOOT WIDE EASEMENT TO UNION PACIFIC RAIL ROAD (UPRR)12154.00'21C-091C-09523.16 TC522.66 FS0%1.7%523.29FS1.8%1.0%ACCESSIBLE PATH (TYP)ACCESSIBLEPATH (TYP)GRADING SHEETRWRWRW45454550505050C-106C-114344C-111524.66 FS525.08 FS4646C-1121.0%(523)(523)(522)(523)(523)(524)(524)(525)(526)(527)(526)
(525)(526.40)(FS)1.0%1.0%2.0%1.8%47484848474747474747524523
523494947505010%10%5151511.00'52520%
0%0.7%8.33%8.33%2.8%481.3%1.0%L-1.1A33EAST HIGH STREET FRONTAGE IMPROVMENTS5454115555C-11655PROPOSED BUS STOP. REFERTO LANDSCAPE PLANS45564856913
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S PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/218EAST HIGH STREETC-08GBGRADING PLANA-SCALE: 1" = 10'MATCH LINE - SEE SHEET C-07N 89°57'38" E387.03'17524.6
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10.5%SIDEWALK0.4%0.7%1280.8%524.55 TC524.05 FS29524.74 TC524.24 FS13(TYP)CL9.00'171717171711%524.50 TC524.00 FS524.74 TC524.24 FS0.8%524.9
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S 13(TYP)13(TYP)116± LF OF EXCHAIN LINK FENCE.PROTECT INPLACE.11524.78 TC524.28 FS524.83 TC524.33 FS524.91 TC524.41 FS524.91 TC524.41 FS524.70 TC524.20 FS1.0%524.33 TC523.83 FS524.26 TC523.76 FS524.34 TC523.84 FS0.8%CONSTRUCT 6-INCH CONCRETE CURB PER SPPWC STD DWG. 120-2, A1-6(150).1' SAWCUT LINE. JOIN EXISTING PAVEMENT.INSTALL 4 12-INCHES A.C. OVER 6 12-INCHES CMB. SEEINSTALL AREA LIGHT PER ELECTRICAL PLAN EL2.2' WIDE CAR OVERHANG LIMITSEX IRRIGATION BACKFLOW PREVENTER. PROTECT IN PLACE.4-INCH THICK CONCRETE OVER 3-INCH CMB. SEEINSTALL CONCRETE PAVERS. SEEINSTALLATION OF TICKET KIOSK BY OTHERS. REFER TO ELECTRICAL PLANS FOR POWER.INSTALL ACCESSIBLE PARKING SIGN. SEEPROPOSED LANDSCAPE AREA. REFER TO LANDSCAPE PLANS FOR DETAILS.PAINTED "CLEAN AIR/VANPOOL/EV" PER CALGREEN STD 5.106.5.2.1 IN GREEN PAINT.PARKING LOT STRIPING PER THE SPECIFICATIONS.PAINT A 6-INCH WIDE BLUE BORDER OUTLINE. WITHIN THE BLUE BORDER, PAINT HATCHED LINES THAT ARESPACED APART 18-INCH MIN. OR 36-INCH MAX. ON-CENTER TO DELINEATE THE PATH OF TRAVEL.ACCESSIBLE PARKING STRIPING AND SYMBOL PAINT PER CALDAG MANUAL 2017 FIGURES CD-21B ANDCD-21D.CONSTRUCT 6-INCH CONCRETE CURB AND 18-INCH GUTTER PER SPPWC STD DWG 120-2, A2-6 (150).EX STREET LIGHT. PROTECT IN PLACE.TWO 4-INCH CONDUITS FOR FUTURE COMMUNICATIONS LINE. INSTALL A PULL ROPE IN THE EMPTYCONDUITS. SEE6-FOOT LONG BY 8-INCH WIDE BY 6-INCH TALL CONCRETE TIRE STOP.CONSTRUCT 1.5-FOOT HIGH MAX CONCRETE BLOCK SLOUGH WALL PER SPPWC STD PLAN 622-4. SEE PLANFOR PROPOSED HEIGHT.6-INCH THICK PERVIOUS PCC PAVEMENT. SEEIRRIGATION CONTROL PER ELECTRICAL PLANS. EXACT LOCATION PER LANDSCAPE PLANS.INSTALL BROADBAND SERVICES PULL BOX (48 X 30 X 24-INCHES). PULL BOXES SHALL BE FLUSH WITHSURROUNDING SURFACE.INSTALL VAN ACCESSIBLE PARKING SIGNAGE. SEECAST IN PLACE TRUNCATED DOME PLACEMENT PER SPPWC STD PLAN 111-5.INSTALL TOW AWAY SIGNAGE. SEEINSTALL ELECTRICAL CONDUITS PER ELECTRICAL PLANS.COLORED CONCRETE TRUNCATED PAVERS PER LANDSCAPE PLANS.REMOVE EX AC PAVEMENT. REPLACE IN KIND.REMOVE EX CONCRETE DRIVEWAY APRON. REPLACE IN KIND.SIDEWALK IMPROVEMENTS AND PAVEMENT/LANDSCAPING/BUS STOP LAYOUTS AND DETAILS PERLANDSCAPE PLANS.3-FOOT WIDE X 5.5-FOOT DEEP PERCOLATION TRENCH. SEE1357C-107811121314C-093161719C-09422232528293334CONSTRUCTION NOTESC-11511525.03 FS20.00'(TYP)525.20 FS525.37 FS524.83 FS525.53 FS525.53FS20.00'(TYP)1.9%191919525.7
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1.9%0.3%1.9%525.32 TC524.82 FS525.35 TC524.85 FS525.43 TC524.93 FS1923231.9%525.66 TC525.16 FS525.66 TC525.16 FS525.95 TC525.45 FS12.7%526.12 TC525.62 FS253.0%2.5%1%525.04 TC524.54 FS525.10 TC524.60 FS524.47 TC523.97 FS0.8%524.77 TC524.27 FS525.84 TC524.34 FS1%1%1.5%524.59 TC524.09 FS343477524.71 TC524.21 FS524.56 TC524.06 FS1.6%C-102C-1013855538381171488822(TYP)22(TYP)13(TYP)393981240.00'RAIL ROAD RIGHT-OF-WAY LEGEND40-FOOT WIDE EASEMENT TO VENTURA COUNTY TRANSPORTATIONCOMMISSION (VCTC) AND SCRRA (METROLINK) PER 91-143117, O.R.54-FOOT WIDE EASEMENT TO UNION PACIFIC RAIL ROAD (UPRR)12154.00'2GRADING SHEETRWRWRW4545ACCESSIBLE PATH (TYP)EX METROLINK PLATFORMC-10642428.00'C-11452121233164444C-11146C-11246(524)(525)(524)(523)(524)(525)(525)(526)(526)(527)(528)5050524.88 TC524.38 FS524.80 TC524.30 FS524.80 TC524.30 FS524.85 TC524.35 FS1.3%460.5%2%0.5%GB525.77 TC525.27 FS2.7%1.8%0%524.60 TC524.10 FSHPHP0.4%52552452452552447474731.00'5253530%33C-11350L-1.1A6.50'54EAST HIGH STREET FRONTAGE IMPROVEMENTS54INSTALL CONDUIT SWEEP. LAYOUT TO BECONFIRMED BY THE CITY OF MOORPARK.55C-11655914
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10' PEDESTRIANWALKWAYACAC6' TRANSITION6" CURB TO0" CURB6"PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/219SPEED HUMP DETAIL2-SCALE: N.T.S.PEDESTRIAN WALKWAY AND DRIVE LANE CROSSING1C-07SCALE: N.T.S.CONCRETE PAVERS DETAIL3-SCALE: 1" = 1' PROPOSEDCONCRETE CURB3 x 3 x 2 12 -INCH PAVERS MANUFACTUREDBY HOLLAND STONE PER LANDSCAPEPLANS OR EQUAL1.50'4-INCH THICKCONCRETE BASEPARKINGONLYSIGN PER CBC 11B-502.6ALUMINUM SIGN DISPLAYINGMINIMUM 70 SQ. INCHINTERNATIONAL HANDICAPSYMBOL AND 1" HIGH TEXT WITHBLUE PORCELAIN ENAMEL ANDWHITE REFLECTORIZEDSYMBOLS AND LETTERSFINISH GRADE80" MINMINIMUMFINE $250ACCESSIBLE PARKING DETAIL4-SCALE: N.T.S. (526.40 FS)TOP OF EXACCESSIBLERAMP525.82 FS525.24 FS524.66 FS(526.40 FS)524.66FS525.24FS525.82FS526.40FS7-INCHES12-INCHESEX RETAININGWALL10"10-INCHES#4 NOSING REBAR1-INCH CLEAR21-INCHESSECTION AA-SCALE: 1" = 1'6"
MIN.REBAR HORIZONTAL SLABBARS INTO ADJACENT WALLS#4 @ 24-INCHO.C. EACH WAYLANDSCAPEAREAEX ACCESSIBLERAMP(526.50)TWCONCRETE SLAB SHALL BE 6-INCH THICK SSPWC 560-C-3250(3250 PSI) WITH #4 BARS 24-INCH ON CENTERNOTES:1.MATCH EXISTING RETAINING WALL ELEVATIONS ATCONNECTION LOCATIONS2.PATH OF TRAVELDRILL EX PLATFORM WALL AND INSTALL #4 REINFORCINGSTEEL, 12-INCH LONG, SET IN SIMPSON SET-XP EPOXY6-INCHES ON EX BLOCK WALL SIDE ONLY AND MORTARCELL3.12-INCHES6-INCHESCONCRETECURBFL ELEVPER PLANCURB CUT DETAIL6-SCALE: N.T.S.REMOVECONCRETECURBSAWCUTSAWCUTTOP VIEWFRONT VIEWREFER TOLANDSCAPE PLANL-1.1 AND L1.2 FORDETAILSDETAIL SHEETPLATFORM STAIRWAY DETAIL5C-07SCALE: 1" = 5'6' TRANSITION6" CURB TO0" CURB1 34-INCH DIA CIRCURLARPIPE HANDRAIL CBC 11B-505.036-INCHESEX LANDINGFOR ACCESSIBLERAMP12-INCHES24-INCHES526.40 FS525.08 FSCONCRETE SAVER YELLOW NOSE STRIPS ON EACH STEP.4.SEE NOTE 4SEE LANDSCAPE PLANL-1.2, DETAIL E FORCROSS SECTION1-FOOT WIDE CONCRETEBAND PER LANDSCAPEPLAN L-1.2, DETAIL D1'C-091-INCH THICK SANDSETTING BEDVEHICULARDETAIL7C-07SCALE: 1" = 5'(524.58 FS)JOIN(524.69 FS)JOINEX AREA LIGHT.PROTECT IN PLACE.DETAIL8C-07SCALE: 1" = 5'525.65 TC525.15 FS2%10.79'1525.36 TC(525.36 FS)JOIN EXSTAIRS525.54 TC525.04 FS1TRANSITION FROM6-INCH CURB TO0-INCH CURB0" CF525.19 TC525.19 FS0" CF1.4%10.79'TRANSITION FROM6-INCH CURB TO0-INCH CURB17.36'0.6%12EX STAIRS TOMETROLINK PLATFORM(525.26 FS)JOIN EXSTAIRS882323333372323EX HANDRAIL FOR RAMP524.9
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0%25.40'1.1%12221.9%110.79'525.08 FS1.0%4.8%413(TYP)CONSTRUCT 6-INCH CONCRETE CURB PER SPPWC STD DWG. 120-2, A1-6(150).MATERIAL AND PAVER LAYOUT PER LANDSCAPING PLANINSTALL 4 12-INCHES A.C. OVER 6 12-INCHES CMB. SEEINSTALL AREA LIGHT PER ELECTRICAL PLAN EL2.2' WIDE CAR OVERHANG LIMITS4-INCH THICK CONCRETE OVER 3-INCH CMB. SEEINSTALL CONCRETE PAVERS. SEEINSTALL ACCESSIBLE PARKING SIGN. SEEPROPOSED LANDSCAPE AREA. REFER TO LANDSCAPE PLANS FOR DETAILS.PARKING LOT STRIPING PER THE SPECIFICATIONS.PAINT A 6-INCH WIDE BLUE BORDER OUTLINE. WITHIN THE BLUE BORDER,PAINT HATCHED LINES THAT ARE SPACED APART 18-INCH MIN. OR 36-INCHMAX. ON-CENTER TO DELINEATE THE PATH OF TRAVEL.ACCESSIBLE PARKING STRIPING AND SYMBOL PAINT PER CALDAG MANUAL2017 FIGURES CD-21B AND CD-21D.6-FOOT LONG BY 8-INCH WIDE BY 6-INCH TALL CONCRETE TIRE STOP.INSTALL VAN ACCESSIBLE PARKING SIGNAGE. SEECAST IN PLACE TRUNCATED DOME PLACEMENT PER SPPWC STD PLAN 111-5.INSTALL TOW AWAY SIGNAGE. SEEINSTALL ELECTRICAL CONDUITS PER ELECTRICAL PLANS.CONCRETE UNDERGROUND PULL BOX PER ELECTRICAL PLANS.14L-1.1A57C-10781213-31617-422233344CONSTRUCTION NOTESC-1151717164430"36"12"PUNCH OUT 12-INCH DIA WEEPHOLESLOPETODRAINC-111GALVANIZEDTELESPARPOST (2" X 2")CIRCULAR CONCRETE FOOTING(SSPWC 520-C-2500)SQUARE POST SET INSLEEVE5584545 ACCESSIBLEPATH (TYP) ACCESSIBLEPATH (TYP)45-2TC PER PLANFS PER PLANTC PER PLANFS PER PLAN6.00'4.50'3.00'1.50'6-INCHES5-INCHES4-INCHES2-INCHES17224646C-1123-INCH THICK COMPACTED CMBOVER 90% COMPACTED SUBGRADESEE NOTE 31.0%2 X 8-INCH REDWOODHEADEREX IRRIGATION CONTROLBOX PROTECT IN PLACE(526)(526)(525)525525(525)47484847474747476-INCHES CONCRETE (360-C-3250) 3250 PSI OVER6-INCHES CMB COMPACTED TO 95% RELATIVEDENSITY OVER 12-INCHES SUBGRADECOMPACTED TO 95%6-INCHES CONCRETE(560-C-3250) 3250 PSIOVER 6-INCHES CMBCOMPACTED TO 95%RELATIVE DENSITY OVER12-INCHES SUBGRADECOMPACTED TO 95%33SEE NOTE 2SEE NOTE 2TELESPAR POST SLEEVE1145915
523.24 TC522.74 FS523.24 TC523.24 FS(524.13 TC)(523.63 FL)523.96 TC523.46 FS523.87 TC523.87 FSPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/2110DETAIL SHEETC-10DETAIL1C-08SCALE: 1" = 5'N 89°57'38" E 387.03'1713(TYP)17524.9
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29524.42 TC523.92 FS524.69 TC524.19 FS1.57%9.00'(TYP)13(TYP)1524.42 TW524.42 FG34524.04 TC524.04 FS523.97 FS7.90'524.61 TW523.61 FS34281.57%(523.60 TC)(523.15 FL)JOIN6"CF523.99 TC523.49 FS6"CF1.8%3.6%1.8%1.3%524.86 TW523.86 FS340"CF6"CF523.94 FSEAST HIGH STREETEX CURB AND GUTTER1.8%364.00'1' WALLRWDETAIL2C-08SCALE: 1" = 5'JOIN524.88 TC524.38 FS117.90'4.00'524.57 TC524.57 FS524.80 TC524.30 FS524.85 TC524.35 FS524.58 TC524.08 FS1.8%7%524.50 FS6%1.8%524.10 FS(524.65 FS)JOIN(524.73 FS)JOIN1.8%1.3%RW1%524.03 TC524.03 FS0"CF6"CF2913(TYP)8EAST HIGH STREETEX CURB ANDGUTTEREX WMPROTECT IN PLACE37EAST HIGH STREET(522.08 TC)(521.68 FL)(522.09 TC)(521.76 FL)522.38 TC521.88 FL(521.91 TC)(521.91 FL)522.40 TC521.90 FL6%HIGH STREET ACCESSIBLE ENTRANCE DETAIL3C-07SCALE: 1" = 5'4.9%0"CF6"CFRW291717523.14 TC523.14 FS0"CF523.14 TC522.64 FS6"CF524.80 TC524.30 FS1.0%4(TYP)523.14 TC522.64 FS523.14 TC522.64 FS213(TYP)6.00'6.00'2812-INCHES6"6-INCH THICK CONCRETEPER SSPWC SECTION201-1.1.2 (520-C-2500)6-INCHES6-INCHES6"1" (TYP)6-INCHES DEEP MIN OR ASNEEDED TO STAY ABOVESURROUNDING LANDSCAPEOPEN CONCRETE CHANNEL DETAIL5-SCALE: N.T.S.8.33%8.33%CONSTRUCT 6-INCH CONCRETE CURB PER SPPWC STD DWG. 120-2, A1-6(150).CONSTRUCT 10' WIDE PEDESTRIAN WALKWAY. SEE LANDSCAPE SHEET L-1.1AND1' SAWCUT LINE. JOIN EXISTING PAVEMENT.MATERIAL AND PAVER LAYOUT PER LANDSCAPING PLANINSTALL 4 12-INCHES A.C. OVER 6 12-INCHES CMB. SEEEX PULL BOX. PROTECT IN PLACE.2' WIDE CAR OVERHANG LIMITSEX IRRIGATION BACKFLOW PREVENTER. PROTECT IN PLACE.4-INCH THICK CONCRETE OVER 3-INCH CMB. SEEINSTALL CONCRETE PAVERS. SEEPROPOSED LANDSCAPE AREA. REFER TO LANDSCAPE PLANS FOR DETAILS.EX STREET LIGHT. PROTECT IN PLACE.TWO 4-INCH CONDUITS FOR FUTURE COMMUNICATIONS LINE. INSTALL APULL ROPE IN THE EMPTY CONDUITS. SEECONSTRUCT 1.5-FOOT HIGH MAX CONCRETE BLOCK SLOUGH WALL PERSPPWC STD PLAN 622-4. SEE PLAN FOR PROPOSED HEIGHT.METROLINK / AMTRAK MONUMENT SIGN. SEECONSTRUCT CURB RAMP PER SPPWC STD PLAN 111-5, CASE D, TYPE 1.CONSTRUCT CURB RAMP PER SPPWC STD PLAN 111-5, CASE D, TYPE 2.INSTALL BROADBAND SERVICES PULL BOX (48 X 30 X 24-INCHES). PULLBOXES SHALL BE FLUSH WITH SURROUNDING SURFACE.INSTALL ELECTRICAL CONDUITS PER ELECTRICAL PLANS.CONCRETE UNDERGROUND PULL BOX PER ELECTRICAL PLANS.COLORED CONCRETE TRUNCATED PAVERS PER LANDSCAPE PLANS.REMOVE EX AC PAVEMENT. REPLACE IN KIND.REMOVE EX CONCRETE DRIVEWAY APRON. REPLACE IN KIND.1234C-091L-1.1A56-78111213C-09317282934CONSTRUCTION NOTESC-1153637111111.00'38120'WALL(0.85%)(0.85%)1.00'355555561712ACCESSIBLE PATH (TYP)501.3%PAVEMENT SECTION DETAIL6-SCALE: N.T.S.MAXIMUM JOINT SPACINGS:FORMED CONTROL JOINTS = 10-FEET OC EACH WAYSUBGRADE AT 90% RELATIVECOMPACTION (MIN)CLEAN, CRUSHED 2-INCH ROCK(40% VOIDS)4242AC PAVEMENT SECTION7-SCALE: 1" = 1'INSTALL 4 12 - INCHES ASPHALT CONCRETE PERSPECIFICATION SECTION 906 PAVEMENT OVER 6 12 -INCHES CRUSHED MISCELLANEOUS BASE PERSPECIFICATION SECTION 905 COMPACTED TO 95%RELATIVE DENSITYAPPLY TACK COAT ATPAVEMENT JOINTSSUBGRADE AT 95%RELATIVE COMPACTION(MIN)6 12"11"4 12"C-11415.00'10.00'10.00'521.97 FS3%6%LANDSCAPELANDSCAPE3.00'5.50'23.59'7.90'522.56 FS522.50 FS7.90'1.8%522.08 FS10.00'521.99 FS522.06 FS4.5%4.9%4.5%460.5%2%GBPERVIOUS PCCJOINJOIN14748474847525525(524)(524)(524)(524)(525)(524)(523)(522)(522)(522)1' WALLSTART1.8%5050355252521.00'352535353524.66 TW523.66 FS341' WALL2.8%6%525.04 TW524.04 FS341' WALLEND523.57 FSL-1.1A501%50PERVIOUS CONCRETEPER SPECIFICATIONSSECTION 90735L-1.3BINSTALL WELDED WIREFABRIC CENTERED IN FORM916
525.98 TC525.48 FSPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/2111DETAIL SHEETC-11TEXT TO READ IN BLACK 1-INCH HIGH MIN LETTERS: UNAUTHORIZED VEHICLES PARKED IN DESIGNATEDACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHINGPLACARDS OR SPECIAL LICENSE PLATES ISSUED FORPERSONS WITH DISABILITIES WILL BE TOWED AWAY ATTHE OWNER'S EXPENSE. TOWED VEHICLES MAY BERECLAIMED AT SWINK'S TOWING: 4506 INDUSTRIAL ST.,SIMI VALLEY, (805) 522-2262 OR DAVE'S TOWINGSERVICE: 890 W. LOS ANGELES AVE., SIMI VALLEY, (805)526-4221 OR BY TELEPHONING (805) 532-270022" X 17" MIN. ALUMINUM SIGN WITHBLUE PORCELAIN ENAMELBACKGROUND AND WHITE LETTERINGGRADEUNAUTHORIZED VEHICLESPARKED IN DESIGNATEDACCESSIBLE SPACES NOTDISPLAYINGDISTINGUISHING PLACARDSOR SPECIAL LICENSEPLATES ISSUED FORPERSONS WITHDISABILITIES WILL BETOWED AWAY AT THEOWNER'S EXPENSE.TOWED VEHICLES MAY BERECLAIMED AT___________OR BY TELEPHONING_________________.30"SIGN DETAIL2-SCALE: N.T.S.TOW AWAY PARKING17"22"80" MIN.36"12"CIRCULAR CONCRETEFOOTING (SSPWC520-C-2500)GALVANIZEDTELESPARPOST (2" X 2")POST CAP (TYP)SQUARE POST SET INSLEEVEPARKINGONLYALUMINUM SIGN DISPLAYINGMINIMUM 70 SQ. INCHINTERNATIONAL HANDICAPSYMBOL AND 1-INCH HIGH TEXTWITH BLUE PORCELAIN ENAMELAND WHITE REFLECTORIZEDSYMBOLS AND LETTERSMINIMUMFINE $25012"24"SIGN PER 2019 CBC 11B-502.6MUTCD R99 C (MOD)POST CAP(TYP)VANACCESSIBLE30"SIGN DETAIL1-SCALE: N.T.S.VAN ACCESSIBLE PARKING80" MIN. VANGRADE36"12"CIRCULAR CONCRETEFOOTING (SSPWC520-C-2500)SQUARE POST SET INSLEEVEGALVANIZED TELESPARPOST (2" X 2")PUNCH OUT 12-INCH DIA WEEPHOLEPUNCH OUT 12-INCH DIA WEEPHOLESLOPETODRAINSLOPETODRAINDETAIL3C-08SCALE: 1" = 5'525.53 FS526.41 TC525.91 FS71.9%
1.9%1411.6%122%525.53 FS525.37 FS525.20 FSGB1.7%10.79'526.25 TC525.75 FS526.41 TC525.91 FSEX RAMP230%1.7%231919RW526.09 TC526.09 FSJOIN0"CF1.4%1.2%(525.96 FS)JOIN525.95 FS1.2%525.79 FS1.3%525.70 TC525.70 FS0"CF3323238516448 ACCESSIBLE PATHCONSTRUCT 6-INCH CONCRETE CURB PER SPPWC STD DWG. 120-2,A1-6(150).INSTALL 4 12-INCHES A.C. OVER 6 12-INCHES CMB. SEEINSTALL AREA LIGHT PER ELECTRICAL PLAN EL2.2' WIDE CAR OVERHANG LIMITS4-INCH THICK CONCRETE OVER 3-INCH CMB. SEEINSTALLATION OF TICKET KIOSK BY OTHERS. REFER TO ELECTRICALPLANS FOR POWER.INSTALL ACCESSIBLE PARKING SIGN. SEEPROPOSED LANDSCAPE AREA. REFER TO LANDSCAPE PLANS FORDETAILS.PAINTED "CLEAN AIR/VANPOOL/EV" PER CALGREEN STD 5.106.5.2.1 INGREEN PAINT.PAINT A 6-INCH WIDE BLUE BORDER OUTLINE. WITHIN THE BLUEBORDER, PAINT HATCHED LINES THAT ARE SPACED APART 18-INCHMIN. OR 36-INCH MAX. ON-CENTER TO DELINEATE THE PATH OFTRAVEL.ACCESSIBLE PARKING STRIPING AND SYMBOL PAINT PER CALDAGMANUAL 2017 FIGURES CD-21B AND CD-21D.12-INCH WIDE CURB CUT. SEE6-FOOT LONG BY 8-INCH WIDE BY 6-INCH TALL CONCRETE TIRE STOP.IRRIGATION CONTROL PER ELECTRICAL PLANS. EXACT LOCATIONPER LANDSCAPE PLANS.INSTALL VAN ACCESSIBLE PARKING SIGNAGE. SEEINSTALL TOW AWAY SIGNAGE. SEEINSTALL ELECTRICAL CONDUITS PER ELECTRICAL PLANS.COLORED CONCRETE TRUNCATED PAVERS PER LANDSCAPE PLANS.157C-107814161719C-0942333CONSTRUCTION NOTES-14417L-1.1A50CONDUITS DETAIL4-SCALE: N.T.S.COMMUNICATIONS5 12-INCHES3-INCHES5 12-INCHES4-INCH DIA CONDUIT30-INCHES24-INCHESFINISHED GROUND3"4"CONCRETE PER SSPWC 520-C-2500JOINT LOCATIONS, AND FINISHTEXTURE PER SPECIFICATIONS.LAYOUT AS SHOWN ONLANDSCAPE PLANS12-54646-2EX LANDINGMIN 12-INCH SAND COMPACTED TO 90%RELATIVE COMPACTION INNON-VEHICULAR LOADING AREAS, 95%RELATIVE COMPACTION WHEREVEHICLE LOADING MAY BE PRESENT.DETECTABLEWARNING TAPECOMPACTED SUBGRADELANDSCAPING, CONCRETE,AND/OR ASPHALTCONCRETE PAVEMENT ANDBASE DEPENDING ON AREA3939474747473350TELESPAR POST SLEEVETELESPAR POST SLEEVE11525.75 FS525.95 FS32C-09632PERCOLATION TRENCH DETAIL6-SCALE: N.T.S.917
523.81FS523.03 FSJOIN522.61 FSJOIN522.94FS523.09FS522.86FS523.06FSJOIN EXFS523.14 FS524.30 TC523.80 FS524.97 TC524.47 FS524.57 TC524.57 FS525.06 TC524.56 FS524.66 TC524.66 FS523.78 TC523.28 FSPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/2112C-12GRADING PLANA-SCALE: 1" = 5'53112RAIL ROAD RIGHT-OF-WAY LEGEND40-FOOT WIDE EASEMENT TO VENTURA COUNTY TRANSPORTATIONCOMMISSION (VCTC) AND SCRRA (METROLINK) PER 91-143117, O.R.54-FOOT WIDE EASEMENT TO UNION PACIFIC RAIL ROAD (UPRR)1240.00'1RWCENTERLINE UPRRRWRW54.00'2EX RAILROAD TRACKSSOUTH METROLINK PARKINGGRADING SHEET(524.96 TC)(524.96 FS)(525.06 TC)(525.06 FS)(1%)6"CF1EX CONCRETE DECK - PROTECT IN PLACE7.7%(524.80 FS)JOIN(524.69 FS)JOIN1.0%1.1%524.43 TC523.93 FS7.90'8%6"CF1%523.88 TC523.38 FS6"CF(524.04 TC)(523.54 FS)JOIN1.4%9.00'5.00'9.00'8.00'9.00'5.00'GB5.00'GB2%523.95 TC523.45 FS1.7%51.00'31.00'1524.34 TC523.84 FS1.64%1.6%333333232323161644523.05FS1.8%523.21FS523.29FS523.44FS523.57FS523.72FS2.0%1EX CURBPROTECT IN PLACE1.7%1.7%1.7%522.71FS6%6%1.78%CONSTRUCT 6-INCH CONCRETE CURB PER SPPWC STD DWG. 120-2, A1-6(150).1' SAWCUT LINE. JOIN EXISTING PAVEMENT.INSTALL 4 12-INCHES A.C. OVER 6 12-INCHES CMB. SEE2' WIDE CAR OVERHANG LIMITS4-INCH THICK CONCRETE OVER 3-INCH CMB. SEEINSTALL ACCESSIBLE PARKING SIGN. SEEPAINT A 6-INCH WIDE BLUE BORDER OUTLINE. WITHIN THE BLUE BORDER, PAINT HATCHED LINESTHAT ARE SPACED APART 18-INCH MIN. OR 36-INCH MAX. ON-CENTER TO DELINEATE THE PATH OFTRAVEL.ACCESSIBLE PARKING STRIPING AND SYMBOL PAINT PER CALDAG MANUAL 2017 FIGURES CD-21BAND CD-21D.INSTALL 6' - 4" HIGH WELDED WIRE MESH FENCE PER METROLINK ENGINEERING STANDARD 5105.EX STREET LIGHT. PROTECT IN PLACE.CONSTRUCT CURB RAMP PER SPPWC STD PLAN 111-5, CASE D, TYPE 1, MODIFIED CURB ON BOTHSIDES.6-FOOT LONG BY 8-INCH WIDE BY 6-INCH TALL CONCRETE TIRE STOP.INSTALL VAN ACCESSIBLE PARKING SIGNAGE. SEECAST IN PLACE TRUNCATED DOME PLACEMENT PER SPPWC STD PLAN 111-5.INSTALL TOW AWAY SIGNAGE. SEE135C-10781216C-09423272833CONSTRUCTION NOTESC-115C-1114445524.42 FS524.04 FS523.66 FS524.52 FS524.09 FS827END27BEGIN27284545303030522.29 FSJOIN7.00'GB522.74 FSJOIN522.88 FSJOINGB523.33 FS523.71 FS1.0%EX ROCK WITH PLAQUEPROTECT IN PLACE(3) 5-FOOT LONG BY4-INCHES HIGHCONCRETE STEPS46C-11246PARKING AREA DETAIL1-SCALE: N.T.S.RAISED ACCESSIBLEEX AC PAVEMENT6% MAXSAWCUT LINE1-FOOT5-INCH RAISED AC PAVEMENTFOR ACCESSIBLE PARKING7-FOOT524.14 FS1.0%524.19FS523.43 FS1.0%1.0%523.76 FS119.00'9.50'1'LANDSCAPEAREALANDSCAPEAREAJOINJOINEX AC PAVEMENTTO BE REMOVED4-INCH ACPAVEMENT5-INCHES1-INCH1-INCH THICK SUBGRADECOMPACTED TO 95%RELATIVE DENSITY4-INCHES4-INCH THICK CMB COMPACTEDTO 95% RELATIVE DENSITY918
Point TablePoint #4000400140024003400440054006400740084009401040114012401340144015401640174018401940204021402240234024402540264027402840294030403140824083408440854086409340944096Northing4980.19354960.67644957.46734937.87394913.23394896.74794894.82204888.07364881.83584889.19364889.00884870.93234870.94664882.45964870.95374870.96804884.53324888.28464888.28704887.03854870.97444871.00304884.56814888.31964888.32234885.82404878.32404878.33094956.96774888.33084956.30624888.33494962.97494962.97084962.97074964.21924980.28334980.27624865.51364991.5683Easting6140.67686151.96296151.35366141.90266141.91966148.14086148.18646142.80066150.61666156.48876158.95976169.41276190.19736149.83506200.58966221.37426213.53006215.69246219.15656221.32256230.61186272.18106264.33686266.49936270.36206272.86376272.86886282.86886150.74466282.78886149.99466288.78876288.73736282.73736282.61326280.44736271.15796260.76566289.46546288.7158Point TablePoint #4102410341044105410641074108410941104111411241134114411541164123412541274128413441364150415141524153415441554156415941604161416241634164416541664172417341744175Northing4942.89114942.89884939.15034925.57444966.71114962.95964962.95644964.20494980.26904980.25474966.68364962.93814962.93104942.97084942.97494964.17954980.24364980.22224966.65704962.90564962.90244908.33494908.33084908.32884912.07734925.65224980.84484860.11824964.15094980.21504925.58874909.51284908.26134908.26004937.88764941.68704942.93854942.94094939.19244925.6379Easting6166.89926178.06666180.23436172.40876268.60996266.44746261.82866259.66276250.37336229.58876237.43646235.27056224.87826282.75116288.75116222.71236213.42296182.24606190.09036187.92786183.30906288.77506282.77506279.91196277.74436285.56936136.87316136.95616181.14306171.85376193.19336183.92666181.76246179.92306161.90266233.63746235.80166239.26576241.43346264.7847Point TablePoint #4176418141874188418941954196419741994201421042244232423542364237424042424243424442454246424742484249425042514252Northing4941.71484942.96634925.11634908.28914909.54064925.10994912.03524908.28674875.45194926.24764860.36704865.51314986.56814986.55504926.11034926.11674991.54704991.55014986.54474988.39894988.33464984.33544984.32514988.31774988.33214984.97304984.96274985.9603Easting6274.05196276.21616233.31956222.17696224.34116224.08186216.54526218.71286197.98856161.91066289.46606288.80456288.72116280.83106224.65856233.89616280.81686273.72766265.83596265.83466208.83466208.83876193.83896193.83626160.83466160.83796145.83816145.8374PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/2113HORIZONTAL CONTROL SHEETEAST HIGH STREETSCALE: 1" = 10'N 89°57'38" E 387.03'4155400040014002RAIL ROAD RIGHT-OF-WAY LEGEND40-FOOT WIDE EASEMENT TO VENTURA COUNTY TRANSPORTATIONCOMMISSION (VCTC) AND SCRRA (METROLINK) PER 91-143117, O.R.54-FOOT WIDE EASEMENT TO UNION PACIFIC RAIL ROAD (UPRR)12C-13416041274159413641344128412541234114411341124111411040934109410841074106RW40864085408440834102400340044005415641654201MATCH LINE - SEE SHEET C-1440.00'RWRWCENTERLINE UPRR14008400740064009401041644105416141034104416241634196419741894188417241664174417340114012419940144015401640174020401840194021402240234024402640274025N 00°02'22" W 100.00'40824096417641814115411641754154415341524151415040294094421042244031N 89°57'38" E 387.03'54.00'2HORIZONTAL CONTROL PLANA-SCALE: 1" = 10'51212289147632211RW1211221210 = 60°00'00"R = 2.50'L = 2.62'Δ13 = 81°34'48"R = 2.50'L = 3.56'Δ524PARKING AREA CURVE DATA789 = 90°00'00"R = 2.50'L = 3.93'Δ10 = 120°00'00"R = 2.50'L = 5.24'Δ = 41°16'13"R = 25.00'L = 18.01'Δ = 79°54'10"R = 1.50'L = 2.09'Δ = 51°34'48"R = 25.00'L = 22.51'6Δ = 90°00'00"R = 5.00'L = 7.85'Δ = 90°00'00"R = 18.00'L = 28.27'Δ = 111°22'03"R = 1.50'L = 2.92'ΔEXISTING METROLINK PLATFORMRAMPPEDESTRIAN WALKWAY20.00'20.00'20.00'20.00'20.00'423242355.00'3.13'41954187423742361.00'42407.90'34.64'40134028403042514252425042494248424742454246424442434242NOTE:THE COORDINATES OF X = 5000.000 AND Y =5000.000 WAS USED FOR THE INTERSECTION OFMOORPARK AVENUE AND EAST HIGH STREET919
Point TablePoint #4032403340344035403640374038403940404041404240434044404540464047404840494050405140524053405440554056405740584059406040614062406340644065406640674068406940704071407240734074407540764077Northing4888.34184888.34594888.34694887.09844871.03434871.04144871.05894871.06614928.46754871.07324871.08044871.08354871.11224884.67734888.42884888.43114887.18264871.11854871.14004871.14634871.16064884.13444886.86704911.30114973.65494965.80534967.96784972.89344964.13294963.10164963.09294964.34144980.40554980.39844966.83324963.08184963.07864964.32714980.39124980.37694966.81184963.06034963.05324964.30174980.36584980.3443Easting6298.78876304.78876306.17886308.34476317.63416328.02646353.42986363.82216481.40236374.21446384.60686389.22556430.79476422.95056425.11296428.57706430.74306440.03236471.20926480.44686501.23156493.72916494.45936518.73466518.69176505.11746501.36596476.24076473.36096471.33956458.67306456.50716447.21776436.82546444.66976442.50726437.88846435.72256426.43316405.64856413.49286411.33036400.94916398.78326389.49386358.3169Point TablePoint #4078407940804081408740884089409040914092409540974098409941004101411741184119412041214122412441264129413041314132413341354137413841394140414141424143414441454146414741484149415741584167Northing4966.77924963.02774962.98704962.98284963.02464964.27314980.33724980.31574966.75064962.99914865.52184991.56344981.57664985.57444985.17844981.17634942.98284942.98594942.99184939.24334925.66744902.54064899.12494893.49804925.77284943.10224943.10304935.10854941.85074909.12374912.78844925.78004925.22264909.64694908.39544908.39304912.14154925.21624925.67354909.59764908.34614908.34594908.34184860.38464981.11114875.5714Easting6366.16126363.99876304.73736298.73736359.37996357.21406347.92466316.74776324.59206322.42956298.80546298.71776473.73246471.24086506.15416503.77626298.75186304.75116311.75296313.92066306.09506503.58526502.67256505.92636460.82426472.25626473.39226481.39776470.09206466.53536463.72776471.21656387.78986378.81146376.64726373.18316371.01556378.55226316.48676307.22006305.05586304.77506298.77506523.98136523.89826371.6133Point TablePoint #416841694170417141774178417941804182418341844185420242034204420542064207421942204225422642274228422942334234423842394241425342544255425642574258425942604261426242634264426542664267Northing4925.74424921.24964925.75144930.24704930.19064925.68784921.19324925.69504941.79434943.04584943.04824939.29974860.26724860.28874860.30064860.33674860.42594860.41594995.41114970.44564871.04544871.05264871.09234871.13114871.14994986.56724986.57274926.21664926.22304991.55894991.57414986.57504983.57344983.58644985.08814985.09464988.48094988.48664984.50434984.51704988.52154988.59594986.85314986.85574981.5622Easting6419.25506427.05236429.64736421.85066339.86686337.27136345.06866347.66366388.10836390.27256393.73666395.90436353.43726384.61426401.97506454.36836485.66016476.63176451.31236501.36426333.79996344.19226401.96766454.35886485.65086298.74246306.61826379.12886388.36646306.60406308.71476310.06016310.06216329.06386329.06276338.61926338.61586359.61586359.61996374.62016374.61586440.61586440.61626444.45456452.6799PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/2114HORIZONTAL CONTROL SHEETEAST HIGH STREETSCALE: 1" = 10'2N 89°57'38" E 387.03'415840594058405740564064RAIL ROAD RIGHT-OF-WAY LEGEND40-FOOT WIDE EASEMENT TO VENTURA COUNTY TRANSPORTATIONCOMMISSION (VCTC) AND SCRRA (METROLINK) PER 91-143117, O.R.54-FOOT WIDE EASEMENT TO UNION PACIFIC RAIL ROAD (UPRR)112R/WC-14 = 60°00'00"R = 2.50'L = 2.62'Δ110 = 35°33'42"R = 15.10'L = 9.37'Δ12211PARKING AREA CURVE DATA141516 = 90°00'00"R = 2.50'L = 3.93'Δ17 = 120°00'00"R = 2.50'L = 5.24'Δ = 49°04'50"R = 25.00'L = 21.42'Δ = 90°00'00"R = 8.00'L = 12.57'Δ = 84°25'20"R = 25.00'L = 36.84'13Δ = 53°58'57"R = 2.50'L = 2.36'Δ = 75°10'05"R = 20.00'L = 26.24'ΔCENTERLINE UPRR40.00'42204063406214061114060124065407040691240664068406740714072240734074140754076407740784079240894088140874090409124092408040814117411824119412041214145417741784179418020.00'20.00'4171417041694168418214183418424185214140414341424141414614147414940324033403414035403640954037403842024039416740414042404342034204412954.00'2R/W404440494052405541221017161512110413841354137MATCH LINE - SEE SHEET C-134132404041334131413042054207420640504051422742284229422642254045404640474048421940994098134101144100412641244054405341574097PEDESTRIAN WALKWAY = 134°49'55"R = 2.50'L = 5.88'Δ42384239414441391.00'41484233423442417.90'34.64'5.00'3.00'425342554254425642594258426042634264426242614265426642674257NOTE:THE COORDINATES OF X = 5000.000 AND Y =5000.000 WAS USED FOR THE INTERSECTION OFMOORPARK AVENUE AND EAST HIGH STREET920
PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION32PHOENIX CIVIL ENGINEERING, INC.JMTADSJMTMETROLINK STATION NORTHPARKING LOT EXPANSION20-ML-11089ISSUED FOR BID08/19/21ER-01EAST HIGH STREETEAST HIGH STREETMAGNOLIASTREETLEGENDPROPOSED PAVER AREA(PER LANDSCAPE PLANS)PROPOSED PERVIOUS PCC PAVEMENT1EROSION CONTROL PLANRWCENTERLINE UPRRRWRWMMMMN 00°02'22" W 100.00'N 00°02'22"W 100.00'EROSION CONTROL PLANA-SCALE: 1" = 20'N 89°57'38" E387.03'N 89°57'38" E387.03'80.00'40.00'40.00'DETECTABLE WARNING STRIPVENTURA COUNTY FIRE STATION 42VICINITY SITEN.T.S.W. LOS ANGELES AVEPOINDEXTERCORNETT AVEMCFADDEN AVEMOORPARK AVEE HIGH STEVERETT STCHARLES STMAGNOLIASPRING STPARK LANEPARK CRESTLANELETA YANCYMAJESTIC CT1ST ST2ND ST3RD STFLORY AVEDOROTHYRUTH2ND STSARAHSUSANROBERTSESTHERSHERMANMILLARD STFLINNMINORWICKSRDPROJECTSITEAVEGENERAL NOTES:1. PROPOSED STORAGE, STOCKPILING, DUMPSTER, PORTABLE TOILET, FUELING, ANDCONCRETE WASHOUT AREA MAY BE LOCATED ON-SITE A THE CONTRACTOR'S/QSP'SDISCRETION. A PROPOSED INITIAL POSITION IS SHOWN, AND MAY BE RELOCATED ASNECESSARY AS CONSTRUCTION PROGRESSES. ALTERNATIVELY, THE CONTRACTOR MAYARRANGE FOR THEIR OWN OFF-SITE STORAGE.2. STREET SWEEP ALL PAVED AREAS AND ENTRANCE/EXIT AREA ON EAST HIGH STREET PERBMP SE-7.3. DUST CONTROL ENTIRE SITE, INCLUDING EAST HIGH STREET PER BMP WE-1.DISCHARGE LOCATION500'±SEWER NOTESPROPOSED STOCKPILE AREA PER BMP WM-3.PROPOSED DUMPSTER AREA PER BMP WM-5.PROPOSED CONCRETE WASHOUT AREA PER BMP WM-8 (CONTAINERS SHALL BELEAK PROOF, SELF CONTAINED WITH RAMP, LINERS NOT ALLOWED).PROPOSED PORTABLE TOILET AREA PER BMP WM-9.SILT FENCE, FIBER ROLLS, GRAVEL BAG BERMS, OR COMPOST SOCKS AND BERMSPER BMP SE-1, 5, 6, OR 13, AT THE QSP'S DISCRETION.PROTECT DOWNSTREAM STORM DRAIN INLETS PER BMP SE-10.STABILIZED CONSTRUCTION ENTRANCE PER BMP TC-1.PAVING AND GRINDING PER BMP NS-3.PERFORM IRRIGATION PER BMP NS-7 UPON PLANTING.PROPOSED VEHICLE FUELING AREA PER BMP NS-9.CONCRETE CURING AND FINISHING PER BMP NS-12 AND NS-13 (AS APPLICABLE).PRESERVE EX VEGETATION PER BMP EC-2.123456789101112661111111111TYP11TYP119TYPPOTENTIAL AREA FORPRECISE LOCATIONS TO BE DETERMINED BY CONTRACTOR1234105END5BEGIN5889TYP5END5BEGIN11TYP9TYP9TYP9TYP9TYP712121212121212111NEXT STORM DRAIN INLETTO WEST AT INTERSECTIONOF EAST HIGH STREET ANDBARD STREETBMP SE-1, 5, 6 OR 13921
'(6&5,37,21'5$:,1*(//,*+7,1*32:(53/$16+((7,1'(;(/02253$5.&$127(663(&,),&$7,2166&+('8/(7,7/($33/,&$7,21&$7(*25,(6/,*+7,1*32:(5$//2:$1&()25*(1(5$/+$5'6&$3($//'5,9(:$<
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APPENDIX VIII-1-
8-18-2021
APPENDIX VIII
GEOTECHNICAL REPORT
941
OAKRIDGE)GEOSCIENCE,)INC.))
!
GEOTECHNICAL!REPORT!
METROLINK!
NORTH!PARKING!LOT!PROJECT!
MOORPARK,!CALIFORNIA!
!
Prepared)for:)
Phoenix)Civil)Engineering,)Inc.)
April)1,)2016)
Job)No.)003.002)
942
)
)
)
1098%Deseo%Avenue%
Camarillo,%California%93010%
www.Oakridgegeo.com%
805?368?7765%
)
April)1,)2016)
Project)No.)003.002)
Phoenix)Civil)Engineering,)Inc.)
4532)Telephone)Rd.)Suite)113)
Ventura,)California)93003)
Attention:)Mr.)Jon)Turner,)PE)
Subject:)Geotechnical)Report,)Metrolink)North)Parking)Lot)Project,)Moorpark,)California)
Dear)Mr.)Turner:)
Oakridge)Geoscience,)Inc.)(OGI))is)pleased)to)present)this)geotechnical)report)for)the)
proposed)Metrolink)North)Parking)Lot)project)in)Moorpark,)California.))The)proposed)parking)lot)
project)consists)of)construction)of)two)asphalt)concrete)parking)lots)(West)Lot)and)East)Lot))on)
southern)side)of)High)Street)near)Magnolia)Avenue,)north)of)the)railroad)easement.))The)project)
also)includes)construction)of)stormwater)BMPs)(possibly)consisting)of)drainage)swales,)hybrid)
trench)infiltration)systems,)or)deeper)infiltration)options)such)as)dry)wells)or)cistern)type)systems,)
etc.))along)the)western)portion)of)each)respective)lot.)
The)scope)of)services)provided)for)the)project)was)performed)in)general)accordance)with)
our)revised)proposal)dated)October)29,)2015)and)consisted)of)field)exploration)and)infiltration)
testing,)laboratory) testing,)geotechnical) evaluation,)and)preparation) of)this) letter) report.))
Authorization)was)in)the)form)of)receipt)of)a)fully)executed)Agreement)between)Consultant)and)
Subconsultant,)from)Phoenix)Civil)Engineering,)Inc.)dated)February)8,)2016.)
Closure!
Thank)you)for)the)opportunity)to)provide)geotechnical)engineering)services)for)the)City)of)
Moorpark’s)Metrolink)North)Parking)Lot)project.))If)you)have)any)questions)regarding)information)
presented)in)this)report,)please)call.)
SINCERELY,)
OAKRIDGE)GEOSCIENCE,)INC.)
)
)
)
)
)
)
)
)
)
Lori)E.)Prentice,)CEG)
President)
)
)
)
)
)
)
)
)
)
Rory)“Tony”)Robinson,)PE,)GE)
Geotechnical)Engineer)
Copies)Submitted:)(1)electronic)copy)(pdf))via)email)))
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Phoenix)Civil)Engineering,)Inc.)
Project)No.)003.002)
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CONTENTS!
Page)
1.0!PROPOSED)PROJECT)...........................................................................................)1!
2.0!PURPOSE)................................................................................................................)1!
3.0!WORK)SCOPE).........................................................................................................)1!
3.1!Data)Review)and)Project)Coordination)............................................................)1!
3.2!Field)Exploration)..............................................................................................)1!
3.3!Laboratory)Testing)...........................................................................................)2!
3.4!Geotechnical)Evaluation)and)Reporting)..........................................................)2!
4.0!FINDINGS)................................................................................................................)2!
4.1!Site)Conditions).................................................................................................)2!
4.2!Earth)Materials).................................................................................................)3!
4.3!Groundwater)Conditions)..................................................................................)3!
4.4!Infiltration)Evaluation).......................................................................................)4!
4.4.1!Background)..........................................................................................)4!
4.4.2!Methodology)........................................................................................)4!
4.4.3!Infiltration)Evaluation)............................................................................)5!
5.0!RECOMMENDATIONS)............................................................................................)6!
5.1!Grading)............................................................................................................)6!
5.1.1!Site)Preparation)...................................................................................)6!
5.1.2!Excavation)Considerations)..................................................................)6!
5.2!Infiltration)Trenches).........................................................................................)7!
Pavement)Design).....................................................................................................)8!
5.2.1!Subgrade)Preparation)..........................................................................)8!
5.2.2!Fill)Material)Selection)...........................................................................)8!
5.2.3!Fill)Placement)......................................................................................)8!
5.2.4!Compaction)Requirements)..................................................................)9!
5.2.5!Pavement)Section)................................................................................)9!
6.0!LIMITATIONS)...........................................................................................................)9!
6.1!Report)Use).......................................................................................................)9!
6.2!Hazardous)Materials)........................................................................................)9!
6.3!Local)Practice)................................................................................................)10!
6.4!Plan)Review)...................................................................................................)10!
6.5!Construction)Monitoring).................................................................................)10!
7.0!REFERENCES).......................................................................................................)11!
)
!)
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Phoenix)Civil)Engineering,)Inc.)
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CONTENTS!:!CONTINUED!
)
PLATES!
PLATE)1)SITE)LOCATION)MAP)
PLATE)2)EXPLORATION)LOCATION)MAP)
APPENDICES!
APPENDIX)A)FIELD)EXPLORATION)
APPENDIX)B)LABORATORY)TESTING)
APPENDIX)C)INFILTRATION)TESTING)
!
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)
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Phoenix)Civil)Engineering,)Inc.)
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1.0!PROPOSED!PROJECT!
The)proposed)parking)lot)project)consists)of)construction)of)two)asphalt)concrete)parking)
lots)(West)Lot)and)East)Lot))on)the)southern)side)of)High)Street)near)Magnolia)Avenue,)north)of)
the)railroad)easement.))The)project)locations)are)shown)on)Plate)1)–)Site)Location)Map.))The)
project)also)includes)constructing)onsite)stormwater)infiltration)systems)possibly)consisting)of)
drainage)swales,)hybrid)trench)infiltration)systems,)or)deeper)infiltration)options)such)as)dry)wells)
or)cistern)type)systems,)etc.)along)the)western)portion)(downslope)side))of)each)respective)lot.))
The)parking)lot)dimensions)are)about)115)feet)by)145)feet)for)the)western)lot)and)about)125)feet)
by)200)feet)for)the)eastern)lot)based)on)project)plans)by)Phoenix)Civil)Engineering,)Inc.)(PCEI).))
2.0!PURPOSE!
The) purpose) of) the) geotechnical) study) is) to) evaluate) the) subsurface) geologic) and)
geotechnical) conditions)in) the) vicinity) of) the) proposed) parking) lot)footprints)and) provide)
geotechnical) recommendations) for)asphalt) concrete)pavement) design) and) to) evaluate) the)
infiltration)rates)for)the)onsite)stormwater)infiltration)systems.))
3.0!WORK!SCOPE!
The)scope)of)services)provided)for)the)project)consisted)of)data)review,)utility)coordination,)
field) exploration) and) infiltration) testing,) laboratory) testing,) geotechnical) evaluation,)and)
preparation)of)this)report.)
3.1!DATA!REVIEW!AND!PROJECT!COORDINATION!
We)reviewed)readily) available) published) geologic) and) geotechnical) data) from) online)
sources)and)environmental)data)for)the)closure)of)the)underground)storage)tanks)(USTs))on)the)
east)lot)provided)to)us)by)the)City.))Prior)to)field)exploration,)we)performed)a)site)reconnaissance)
to)locate)and)mark)the)exploration)locations)for)coordination)with)Underground)Service)Alert.))
3.2!FIELD!EXPLORATION!
Handgauger) drill) holes) were) advanced) near) the) proposed) footprints) of) the) infiltration)
systems)in)both)lots)near)the)locations)indicated)on)Plates)2a)and)2b)–)Exploration)Location)Map.))
The)purpose)of)the)drill)holes)was)to)evaluate)the)neargsurface)soil)profile,)the)infiltration)rates,)
and) collect) samples) for) laboratory) testing.) ) Two) handgauger) holes) (DHg1) and) DHg2)) were)
advanced)within)the)western)lot)to)depths)of)about)10)and)6)feet,)respectively.))One)additional)
shallower)handgauger)drill)hole)was)advanced)to)a)depth)of)6)feet)for)the)infiltration)testing)
(adjacent)to)DHg1).)
The)eastern)site)is)the)location)of)a)former)fuel)depot)that)has)been)remediated)and)closed)
(Analytical)Consulting)Group)(ACG,)2013)).)Handgaugering)was)difficult)at)this)location)due)to)the)
excavation)and)backfill)likely)associated)with)the)site)remediation.))Four)handgauger)holes)(DHg3)
to)DHg6))were)advanced)in)the)eastern)loth)DHg3)and)DHg5)encountered)native)alluvial)soils)
whereas)DHg4)and)DHg6)encountered)fill.)))
Driven)and)bulk)samples)were)collected)at)selected)intervals)within)the)handgauger)drill)
holes)for)evaluation)and)testing)of)the)subgrade)soils.))Our)field)geologist)logged)the)recovered)
samples)in)general)accordance)with)ASTM)D2488)for)visual)soil)classification.))Each)drill)hole)
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was)backfilled)with)the)excavated)cuttings)and)tamped)following)completion)of)the)exploration)
and)testing.))The)drill)hole)logs)are)presented)in)Appendix)A.)
Infiltration!Testing.))Based)on)the)work)performed)for)this)study,)the)neargsurface)alluvial)
soil)profile)consists)of)about)5)to)6)feet)of)fine)grained)materials)(clay)and)silt))underlain)by)
granular)deposits)(sand)with)silt,)silty)sand,)and)sandy)silt))to)the)depths)explored)(6)to)10)feet).))
Infiltration)testing)was)performed)in)three)hand)auger)holes)(DHg1)through)DHg3))advanced)to)
depths)of)6)to)7)feet)to)evaluate)the)infiltration)rate)in)the)lower)sandier)zone.))The)testing)was)
performed)in)general)accordance)with)the)procedures)outlined)in)the)County)of)Ventura)Low)
Impact)Development)Standards)Manual)(2015))and)the)Guidelines)for)Stormwater)Infiltration)
Testing)(County)of)Los)Angeles,)2014).))
3.3!LABORATORY!TESTING!!
The)geotechnical)laboratory)testing)program)for)the)project)consisted)of)moisture)contents,)
grainsize,)compaction,)and)Rgvalue.))The)results)are)presented)in)Appendix)B)g)Laboratory)Test)
Results.)
3.4!GEOTECHNICAL!EVALUATION!AND!REPORTING!
This)geotechnical)report)provides)the)following:)
•)Summary)of)soil)and)groundwater)conditions)encounteredh)
•)Logs)of)drill)holes)and)laboratory)datah)
•)Suitability)of)onsite)soil)for)use)as)fill)and)select)fill)materialh)
•)Anticipated)excavation)conditionsh))
•)Grading)recommendations,)consisting)of)clearing)and)grubbing,)stockpiling)topsoil)(if)
applicable),)preparation)of)areas)to)receive)fill,)thickness)of)liftsh)
•)Estimated)infiltration)rates)based)on)field)and)lab)testingh))
•)Asphalt)concrete)pavement)design)for)the)parking)lot)expansion)site)based)on)results)
of)the)Rgvalue)testing)and)a)design)TI)of)5)as)provided)to)us.))The)pavement)design)
and)materials)specifications)are)based)on)Caltrans)design)criteria.)
4.0!FINDINGS!
4.1!SITE!CONDITIONS!
The) project) sites) are)located)between) High) Street) and) the) railroad) easement) near)
Magnolia)Avenue.))The)sites)are)relatively)level,)slope)gently)to)the)west,)and)vacant)at)the)time)
of)our)exploration.))The)western)site)is)currently)used)as)an)unimproved)auxiliary)parking)lot)with)
base)materials)and/or)landscape/wood)chips)at)the)ground)surface.))Ground)elevations)at)the)
western)site)range)from)about)El.)+523)feet)on)the)east)to)about)+519)feet)on)the)west.)
The)eastern)site)is)the)location)of)a)former)fuel)depot)in)operation)since)the)1920’s)that)
has)been)remediated)and)closed.))Ground)elevations)range)from)about)El.)+530)feet)on)the)east)
to)about)+527)feet)on)the)west)at)this)location.))Based)on)review)of)documentation)provided)to)us)
by)the)City,)at)least)six)1,000)to)15,000)gallon)USTs)have)been)excavated)and)removed)from)the)
site)and)the)excavations)backfilled)in)2013)as)part)of)site)closure.))The)reviewed)documents)
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generally)indicate)the)locations)of)the)USTs)and)associated)piping,)but)do)not)describe)the)
excavation)depths,)extent,)backfill)materials,)methods,)or)provide)compaction)data)to)support)the)
backfill.))However,)based)on)our)explorations,)the)backfill)appears)to)consist)of)granular)materials.))
At)the)time)of)our)exploration,)we)observed)concrete)slabs)covering)the)eastern)portion)of)the)site)
and)a)mixture)of)concrete)slabs,)patches)of)asphalt)concrete,)and)gravel)exposed)at)the)ground)
surface)on)the)western)portion)of)the)site.))The)gravel)areas)appear)to)correlate)with)previous)
grading)associated)with)the)site)remediation.))
The)USDA)Ventura)Area)Soil)Survey)(USDA,)1970))indicates)that)the)parking)lot)sites)are)
located)within)the)Mocho)loam)soil)type)described)as)hydrologic)soil)type)B,)alluvial)in)origin,)
about)5)feet)thick,)and)having)”moderate)and)moderately)slow)permeability.”))Published)mapping)
by)Dibblee)(1992))indicates)that)the)project)site)is)underlain)by)alluvial)deposits)consisting)of)silt,)
sand,)and)gravel.))According)to)a)report)by)Analytical)Consulting)Group)(ACG,)2013),)the)nearg
surface)earth)materials)observed)during)UST)removal)consisted)of)silty)sand)and)sandy)silt.))ACG)
also)reported)the)property)is)underlain)by)interbedded)alluvial)silt,)sand,)and)gravel)to)at)least)70)
feet)below)ground)surface)(bgs).))
Based)on)drill)holes)DHg1)through)DHg3,)and)DHg5,)the)neargsurface)alluvial)soil)profile)
consists)of)about)5)to)6)feet)of)fine)grained)materials)(clayey)to)silty))and)are)supportive)of)the)
USDA)mapping.))The)upper)fineggrained)soils)are)underlain)by)granular)deposits)(sand)with)silt,)
silty)sand,)and)sandy)silt))to)the)depths)explored)at)those)locations)(6)to)10)feet).))Handgauger)
exploration)was)difficult)in)the)eastern)lot)due)to)the)asphalt)concrete,)concrete)slabs,)and)the)
granular) fill) material) containing) gravel,) cobbles,) and) rock) debris)associated) with) the) site)
remediation.))Refusal)was)encountered)at)several)locations)within)a)foot)of)the)ground)surface.))
Drill)holes)DHg4)and)DHg6)encountered)granular)fill)materials)to)the)depths)explored)(2)feet)and)
8)feet).)
4.2!EARTH!MATERIALS!
Descriptions) of) soil) conditions) presented) herein)are) based) on) visual) classification) of)
samples)obtained)from)our)field)exploration)combined)with)the)results)of)laboratory)testing.)))
Laboratory)test)results)indicate)the)following)for)the)tested)samples:)
•)The)tested)soils)have)about)12)to)81)percent)material)passing)the)No.)200)sieve)and)
classify)as)sand)with)silt,)silty)sand,)sandy)silt,)and)sandy)clay.))
•)The)moisture)contents)range)from)about)3)to)19)percent.)))
•)Atterberg)limits)tests)indicate)liquid)limits)of)30)and)32)and)plasticity)indices)of)12)and)
17,)classifying)the)tested)soils)as)lean)clay.)))
•)The)results)of)a)modified)proctor)curve)(compaction))indicate)the)tested)soils)have)a)
maximum)density)of)121)pounds)pcf)at)an)optimum)moisture)content)of)12)percent.))
•)The)results)of)an)Rgvalue)test)indicate)an)Rgvalue)of)17.)
4.3!GROUNDWATER!CONDITIONS!
Groundwater)was)not)encountered)in)any)of)the)handgauger)holes)advanced)for)this)study.))
Historically)high)groundwater)levels)reported)by)the)CDMG)(2000))indicate)the)groundwater)levels)
at)the)project)site)have)been)within)about)15)feet)of)the)ground)surface.))However,)CapRock)
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Geology)and)Environmental)(CGE,)2006))and)AGC)(2013))report)that)groundwater)is)greater)than)
50)feet)below)the)ground)surface)in)the)eastern)lot.))Variations)in)groundwater)levels)and)soil)
moisture)conditions)can)occur)as)a)result)of)rainfall,)irrigation,)runoff,)and)other)factors.)
4.4!INFILTRATION!EVALUATION!
4.4.1!Background!
According)to)Ventura)County)Technical)Guidance)Manual)for)Stormwater)Quality)Control)
Measures)(2015),) the) subsurface) materials) and) groundwater) conditions) within) the) proposed)
infiltration)areas)must)be)evaluated)to)a)depth)of)at)least)10)feet)below)the)proposed)infiltration)
invert)depth.))As)described)above,)the)earth)materials)consist)of)silt,)sand,)and)gravel)alluvial)
sediments)to)depths)of)at)least)70)feet)below)the)ground)surface)and)groundwater)is)anticipated)
to)be)about)50)feet)deep)in)the)project)vicinity.)
4.4.2!Methodology!
Based)on)the)site)conditions,)we)anticipate)that)the)infiltration)zones)will)be)constructed)
below)the)fineggrained)soils)that)occur)in)the)upper)5)to)6)feet)of)the)two)sites.))To)evaluate)the)
infiltration) rates,) we) advanced)a) total) of) three)4ginchgdiameter) handgauger)test)holes) (DHg1)
through)DHg3))near)the)proposed)infiltration)area)footprints)and)completed)the)holes)as)temporary)
piezometers.))The)test)holes)were)advanced)to)depths)of)about)6)to)7)feet,)backfilled)with)about)
2ginches) of) peaggravel,) and) a)2ginchgID)temporary)PVC) casing)was) installed) on) top) of) the)
peaggravel.))The)bottom)12ginch)section)of)each)PVC)casing)was)perforated)and)the)bottom)of)
the)annulus)between)the)drill)holes)and)the)outside)of)the)PVC)was)backfilled)with)a)minimum)of)
18ginches)of)peaggravel.)
The) County) of) Ventura’s) (2015))Technical) Guidance) Manual) for) Stormwater) Quality)
Control)Measures)does)not)specify)testing)methods)for)evaluation)of)stormwater)infiltration)rates.))
Therefore,)the)testing)was)performed)in)general)conformance)with)the)boring)percolation)test)
procedures)outlined)in)the)Guidelines)for)Stormwater)Infiltration)Testing)(County)of)Los)Angeles,)
2014).))
The)holes)were)presoaked)by)filling)each)hole)with)a)minimum)of)12ginches)of)water)and)
recording)the)time)for)the)water)to)infiltrate)the)subsurface.))The)presoak)was)conducted)twice)in)
each)installationh)in)all)instances,)the)presoak)water)infiltrated)the)subsurface)in)less)than)30)
minutes.))Based)on)LA)County)guidelines,)the)presoak)is)considered)complete)and)the)infiltration)
testing) can) be) initiated)if) the) water) infiltrates) the) subsurface) in) less) than) 30) minutes.) ) The)
infiltration)testing)was)performed)by)refilling)the)water)within)the)PVC)to)a)depth)of)12)inches)and)
monitoring)the)time)for)the)water)to)drop)the)12)inches.))The)testing)cycle)was)repeated)until)a)
stabilized)drop)rate)was)obtained)over)3)consecutive)readings)per)the)LA)County)guidelines.))
Results)of)the)infiltration) tests) indicate)uncorrected)field)infiltration)rates)ranging)from)about)
0.7gminute/inch)to)about)2.7gminutes/inch)in)the)lower)silty)materials.))The)results)of)the)infiltration)
testing)are)presented)in)Appendix)C)–)Infiltration)Testing.)
Following) completion) of) the) testing,) the)PVC) casings) were) removed) and) the) holes)
backfilled)with)the)cuttings)as)described)above.)))
949
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Phoenix)Civil)Engineering,)Inc.)
Project)No.)003.002))
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)5)
4.4.3!Infiltration!Evaluation!
The) County) of) Ventura’s) (2015))Technical) Guidance) Manual) for) Stormwater) Quality)
Control)Measures)does)not)specify)methods)for)evaluation)of)stormwater)design)infiltration)rates)
from)the)fieldgmeasured)data.))Therefore,)the)evaluations)were)performed)in)general)conformance)
with)the)boring)percolation)correction)procedures)outlined)in)the)County)of)Los)Angeles)(2014).))
LA)County)Guidelines)indicate)that)the)measured)infiltration)rates)must)be)reduced)with)correction)
factors)to)determine)design)values)that)represent)longgterm)performance)of)an)infiltration)area.))
The)guidelines)provide)the)following)correction)factors:)
•)The)borehole)reduction)factor)(Rf))is)applied)to)account)for)the)direction)of)flow)during)
the)test)and)calculations.))A)reduction)factor)is)estimated)for)infiltration)tests)conducted)
in)borings)where)the)percolation)is)reduced)to)account)for)the)discharge)of)water)from)
both)the)sides)and)bottom)of)the)boring)(i.e.,)nongvertical)flow))using)the)following)
formula)to)determine)the)infiltration)rate.))For)this)project,)the)reduction)factor)(Rf))is)
estimated)to)be)4.)
Figure!1.!LA!County!(2014)!Correction!Factors!and!Formulas!
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)
•)The) correction) factor) (CFv))is) selected) based) on) site) variability,)number) of) tests)
performed,)and)the)thoroughness)of)subsurface)investigation.))For)this)project,)a)site)
variability)(CFv))of)1)was)selected)for)the)west)lot)site.))Due)to)the)remediation)grading)
and)limited)success)advancing)handgauger)drill)holes)into)native)alluvial)soils,)a)site)
variability)(CFv))of)2)was)selected)for)the)east)lot)site.)))
•)The)correction)factor)(CFs))for)siltation,)plugging,)and)maintenance)is)based)on)the)
specified)levels)of)pregtreatment)and)maintenance)for)the)proposed)BMPs.))The)LA)
County)guidelines)suggest)that)for)stormwater)infiltration) BMPs) with) pretreatment)
components) and) regular) maintenance) programs,) a) correction) factor) of) 1) may) be)
appropriateh) BMPs) that) are) proposed) to) infiltrate) untreated) flow) with) unspecified)
maintenance)programs,)a)high)level)of)siltation)and)plugging)is)to)be)expected)and)a)
correction)factor)of)3)is)likely)more)appropriate.))For)this)project,)a)correction)factor)for)
siltation)(CFs))of)3)was)selected.)
•)The)measured)percolation)rates)used)in)our)evaluation)is)based)on)uncorrected)values)
from)the)infiltration)testing)performed)in)drill)holes)DHg1)through)DHg3)(Appendix)C).)
Based)on)the)LA)County)guidelines)and)correction)factors)and)formulas)noted)above,)the)
estimated)infiltration)rates)were)1.5,)1.8,)and)7.3)inches/hour.))Due)to)the)interbedded,)gradational)
nature)of)the)alluvial)sediments)and)the)varying)fines)contents)of)the)tested)soils)generally)ranging)
from)36)to)81)percent,)we)suggest)that)a)design)infiltration)rate)of)1.5)inches/hour)be)utilized)in)
design)of)the)infiltration)system.)
5.0!RECOMMENDATIONS!
5.1!GRADING!
5.1.1!Site!Preparation!
Pertinent) areas) should) be) cleared) of) existing) structures,) old) foundations,)slabs,)
abandoned)utilities,)trees)and)root)balls,)and)soils)disturbed)during)the)demolition)process.))Soil)
containing)debris,)organics,)pavement,)abandoned)utilities,)oversize)materials,)or)other)unsuitable)
materials,)should)be)stripped)from)the)proposed)project)improvement)areas)and)discarded)offsite)
in)approved)areas.)
5.1.2!Excavation!Considerations!
Subsurface)conditions) encountered) in) the)handgauger) drill) holes)consisted) of)alluvial)
cohesive)clay)and)silt)overlying)granular)materials)in)the)western)site)and)granular)fill,)asphalt,)
Figure!2.!!LA!County!(2014)!Reduction!Factor!for!Borings!
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)7)
and)concrete)debris)and)similar)alluvial)conditions)in)the)eastern)site.))Grading)and)excavation)
can)be)performed)with)conventional)heavygduty)earthmoving)equipment)in)good)working)order.)))
We)note)that)the)moisture)content)of)the)clay)soils)in)the)parking)lot)expansion)area)ranged)from)
11)to)17)percent)which)is)up)to)5)percent)over)the)optimum)moisture)content)of)12)percent.))
Depending)on)the)construction)season,)rainfall,)and)irrigation,)the)clay)soils)in)the)parking)area)
may)need)to)dried)back)to)near)the)optimum)moisture)content)to)compact)the)subgrade)soil)and)
provide)a)firm)and)unyielding)surface)to)place)aggregate)based)and)asphalt)pavement.))
5.2!INFILTRATION!TRENCHES!
Based)on)the)findings)from)the)field)exploration)and)the)estimated)design)infiltration)rate)
described)above,)the)use)of)infiltration)trenches)is)considered)acceptable)BMPs)for)the)project)
site.)))The)contractor)should)exercise)care)during)excavation)to)cut)grades)in)a)neat)fashion)and)
to)not)compact)the)soil)in)the)percolation)areas)thereby)reducing)the)infiltration)rate.)
Infiltration)trenches)are)typically,)long)narrow)gravelgfilled)trenches)used)to)collect)and)
temporarily)store)stormwater)runoff)from)relatively)level)areas)such)as)parking)lots)and)infiltrate)
the)water)into)the)subsurface.))The)infiltration)BMP)should)be)constructed)in)general)accordance)
with)the)County)of)Ventura’s)(2015))Technical)Guidance)Manual)for)Stormwater)Quality)Control)
Measures.))The)geotechnical)design)parameters)and)criteria)are)summarized)below)(County)of)
Ventura)(2015).)
Summary!of!Geotechnical!Design!Parameters!and!Criteria!for!Infiltration!Trenches!
Design!Parameters!Design!Criteria!
Estimated)Infiltration)Rate1)1.5)inches/hour)
Setbacks)Minimum)of)8)feet)from)foundations)
Beyond)limits)of)tree)drip)line)
Trench)Depth)and)Width)Minimum)Depth)–)6)feet2)
Minimum)Width)–)24)inches)
Slope)The)longitudinal)slope)should)not)exceed)3%)
Trench)Backfill)
Top)Filter)Layer)–)2)inches)of)pea)gravel)
Middle)Gravel)Backfill)Media)–)1.5ginch)to)3ginch)diameter)washed)
gravel)with)30%)to)40%)void)space.)))
The)use)of)filter)fabric)to)line)the)walls)and)bottom)of)the)trenches)
is)recommended)to)help)limit)sediment)inflow)into)the)trenches)and)
reduction)of)infiltration)rates)with)time.)
Bottom)Filter)Layer)–)6)inches)of)washed)sand)or)geotextile)fabric)
equivalent)
Subgrade)
The)bottom)of)the)infiltration)bed)should)be)native)soil,)overg
excavated)to)at)least)1gfoot)in)depth)and)replaced)uniformly)without)
compaction.))Amending)the)excavated)soil)with)2)to)4)inches)
(~15%)to)30%))of)coarse)sand)is)recommended.)
1)Estimated)infiltration)rate)based)on)sitegspecific)infiltration)testing)and)correction)factors)as)discussed)in)this)report.)
2)Based)on)drill)holes)DHg1)through)DHg3,)and)DHg5,)the)neargsurface)alluvial)soil)profile)consists)of)about)5)to)6)feet)
of)fine)grained)materials)(clayey)to)silty))underlain)by)granular)deposits)(sand)with)silt,)silty)sand,)and)sandy)silt))to)
the)depths)explored)at)those)locations)(6)to)10)feet).)))
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Phoenix)Civil)Engineering,)Inc.)
Project)No.)003.002))
)
)8)
The)exposed)soils)should)be)inspected)by)the)geotechnical)engineer)after)excavation)to)
confirm)that)soil)conditions)are)suitable.)Compaction)of)the)subgrade)with)heavy)equipment)
should)be)minimized)to)the)maximum)extent)possible.)If)the)use)of)heavy)equipment)on)the)base)
of)the)facility)cannot)be)avoided,)the)infiltrative)capacity)should)be)restored)by)tilling)or)aerating)
prior)to)placing)the)infiltrative)bed.))
Infiltration)trenches,)as)with)other)styles)of)stormwater)BMPs,)can)become)clogged)with)
sediment)or)other)debris)over)time,)thus)decreasing)their)effectiveness.))The)County)of)Ventura)
(2015))recommends)that)one)or)more)observation)wells)be)installed,)depending)on)trench)length,)
to)check)for)water)level,)drawdown)time,)and)evidence)of)clogging.)A)typical)observation)well)
consists)of)a)slotted)PVC)well)screen,)4)to)6)inches)in)diameter,)capped)with)a)lockable,)aboveg
ground)lid.))
PAVEMENT!DESIGN!
5.2.1!Subgrade!Preparation!
The)finished)subgrade)surface)exposed)after)overexcavation)should)be)scarified)to)a)
depth) of) 12)inches,) moisturegconditioned) to) within) 0) to) 2) percent) of) optimum) moisture,) and)
compacted)to)a)relative)compaction)of)at)least)90)percent)(i.e.,)90)percent)of)the)maximum)dry)
density)determined)from)ASTM)D1557).)
5.2.2!Fill!Material!Selection!
Recommended)fill)material)selection)requirements)for)subgrade)fill,)aggregate)base,)and)
use)of)onsite)materials)are)presented)below.))Areas)or)zones)where)the)various)fill)materials)may)
be)used)are)described)below.)
Subgrade!Fill.!!General)fill)should)be)free)of)organics,)oversize)rock)(greater)than)3)inches)
in)diameter),)trash,)debris,)and)other)deleterious)or)unsuitable)materials,)and)should)have)an)
expansion)index)less)than)30.)
Aggregate!and!Miscellaneous!Base.!!Aggregate)or)miscellaneous)base)material)should)
be)placed)below)the)asphalt)pavement.))Base)materials)should)consist)of)imported)material)
conforming)to)Caltrans)Standard)Specifications)for)Class)2)Aggregate)Base,)Section)26g1.02)
(Caltrans,)2015))or)Section)200g2.5)of)the)Greenbook)(2015))for)Processed)Miscellaneous)Base.)
Use! of! Onsite! Materials.! !Materials) generated) during) excavation) and) grading) in)
pavement)areas)are)generally)anticipated)to)consist)of)a)mixture)of)fineggrained)and)coarseg
grained)soil)materials)derived)from)onsite)materials.))Material)derived)from)the)overexcavation)
can)be)used)as)subgrade)as)long)as)those)materials)satisfy)criteria)presented)above)for)subgrade)
fill.)
Imported!Fill.!!Imported)subgrade)fill)materials)should)comply)with)recommendations)for)
subgrade)fill)or)as)appropriate)for)its)intended)use.))Imported)fill)should)be)reviewed)by)the)
geotechnical)engineer)prior)to)being)transported)to)the)site.)
5.2.3!Fill!Placement!
Fill)materials)should)be)spread)evenly,)with)loose)lifts)no)thicker)than)8)inches,)and)should)
be)thoroughly)bladegmixed)during)spreading)to)provide)relative)uniformity)of)material)within)each)
953
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Phoenix)Civil)Engineering,)Inc.)
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)9)
layer.))Soft)or)yielding)materials)should)be)removed)and)replaced)with)properly)compacted)fill)
material)prior)to)placing)the)next)layer.)
5.2.4!Compaction!Requirements!
Fill)material)placed)up)to)1)foot)below)the)pavement)section)should)be)compacted)to)a)
relative)compaction)of)at)least)90)percent)of)the)maximum)dry)density)determined)from)ASTM)
D1557,)latest)edition.))Subgrade)fill)materials)placed)within)1)foot)of)the)pavement)section)should)
be)compacted)to)a)relative)compaction)of)at)least)95)percent)of)the)maximum)dry)density.))Asg
compacted)moisture)contents)for)subgrade)fill)materials)should)be)within)0)to)2)percent)of)the)
optimum)moisture)as)determined)from)ASTM)D1557.)
Aggregate)base)material)should)be)compacted)in)lifts)not)exceeding)6)inches)in)thickness)
to)at)least)95)percent)of)the)maximum)dry)density.))Asgcompacted)moisture)contents)for)aggregate)
base)materials)should)be)within)2)percent)of)the)optimum)moisture)content.)
5.2.5!Pavement!Section!
A)flexible)pavement)design)section)was)estimated)using)Caltrans)(2015))pavement)design)
procedures)for)a)Traffic)Index)of)5)as)provided)to)us)and)an)Rgvalue)of)17)for)the)tested)onsite)
clayey)subgrade) materials.))The) recommended) asphalt) pavement) section) for) the) proposed)
parking)lot)project)is)presented)in)the)following)table.))Asphalt)pavement)materials)should)be)
compacted)to)at)least)95)percent)relative)compaction.)))
Recommended!Asphalt!Pavement!Section!
Traffic!
Index!R:Value!Thickness!of!
Asphalt!Concrete!(in)!!
Thickness!of!
Aggregate!Base!(in)!
5)17)3)8)
6.0!LIMITATIONS!
6.1!REPORT!USE!
This)report)has)been)prepared)for)the)exclusive)use)of)Phoenix)Civil)Engineering,)Inc.)for)
the)design)and)construction)of)the)proposed)Metrolink)North)Parking)Lot)project)in)Moorpark,)
California.))The)findings,)conclusions,)and)recommendations)presented)herein)were)prepared)in)
accordance)with)generally)accepted)geotechnical)engineering)practices)of)the)project)region.))No)
other)warranty,)express)or)implied,)is)made.)
Although)information)contained)in)this)report)may)be)of)some)use)for)other)purposes,)it)
may)not)contain)sufficient)information)for)other)parties)or)uses.))If)any)changes)are)made)to)the)
project)as)described)in)this)report,)the)conclusions)and)recommendations)in)this)report)shall)not)
be)considered)valid)unless)the)changes)are)reviewed)and)the)conclusions)and)recommendations)
of)this)report)are)modified)or)validated)in)writing)by)OGI.)
6.2!HAZARDOUS!MATERIALS!
This) report) does) not) provide) information) regarding) the) presence) of) hazardous/toxic)
materials)in)the)soil,)surface)water,)groundwater,)or)atmosphere.))
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)10)
6.3!LOCAL!PRACTICE!
In)performing)our)professional)services,)we)have)used)generally)accepted)geologic)and)
geotechnical)engineering)principles)and)have)applied)the)degree)of)care)and)skill)ordinarily)
exercised)under)similar)circumstances)by)reputable)geotechnical)engineers)currently)practicing)
in)this)or)similar)localities.))No)other)warranty,)express)or)implied,)is)made)as)to)the)professional)
advice)included)in)this)report.)
6.4!PLAN!REVIEW!
We)recommend)that)OGI)be)provided)the)opportunity)to)review)and)comment)on)the)
geotechnical)aspects)of)any)project)plans)and)specifications)prepared)for)this)project)before)they)
are)finalized.))The)purpose)of)that)review)will)be)to)evaluate)if)the)recommendations)in)this)report)
have)been)properly)interpreted)and)implemented)in)the)design)and)specifications.)
6.5!CONSTRUCTION!MONITORING!
Users)of)this)report)should)recognize)that)the)construction)process)is)an)integral)design)
component) with) respect) to) the) geotechnical) aspects) of) a) project,) and) that) geotechnical)
engineering)is)inexact)due)to)the)variability)of)natural)and)manginduced)processes,)which)can)
produce)unanticipated)or)changed)conditions.))Proper)geotechnical)observation)and)testing)during)
construction) is) imperative) in) allowing) the) geotechnical) engineer) the) opportunity) to) verify)
assumptions)made)during)the)design)process.))Therefore,)we)recommend)that)OGI)be)retained)
during)project)construction)to)observe)compliance)with)project)plans)and)specifications)and)to)
recommend)design)changes,)if)needed,)in)the)event)that)subsurface)conditions)differ)from)those)
anticipated.)
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Phoenix)Civil)Engineering,)Inc.)
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)11)
7.0!REFERENCES!
American)Society)of)Testing)and)Materials)(ASTM))(latest)edition).)
Analytical)Consulting)Group,)Inc.)(2013),)Closure%Report,%Removal%of%Underground%Storage%
Tanks,%City%of%Moorpark%/%J.%E.%Clark%II%Corporation,%Ventura%County%Environmental%Health%
Division%Permit%Sr%#9752,)dated)August)13.%%
California)Division)of)Mines)and)Geology)(CDMG,)2000),)Seismic%Hazard%Zone%Report%for%the%
Moorpark%7.5?Minute% Quadrangle,%Ventura% County,% California,%Seismic) Hazard) Zone)
Report)2000g007.)
Caltrans)(2015),)Highway%Design%Manual,)6th)Edition,)dated)December)30.)
CapRock)Geology)and)Environmental)(2006),)First%Quarter%2006%Groundwater%Monitoring%Report,%
J.E.% Clark% II% Corporation,% 450% High% Street,% Moorpark,% CA,% VCEHD% LUFT% Program%
#C98026,%dated)May)15.)
County)of)Los)Angeles)(2014),)Administrative)ManualCounty)of)Los)AngelesDepartment)of)
Public)Works)Geotechnical)and)Materials)Engineering)Division,)Guidelines)for)Design,)
Investigation,) and) Reporting) Low) Impact) Development) Stormwater) Infiltration,)dated)
December)31.)
County)of)Ventura,)(2015))Technical%Guidance%Manual%for%Stormwater%Quality%Control%Measures,)
Manual)Update)May)29.))
_____)(2013),)Road%Standards,)Manual)Update)November)12.)
_____)(2015),)Onsite%Wastewater%Treatment%System%Technical%Manual,)dated)June)17.)
Dibblee)T.W.,)Jr.)(1992),)Geologic%Map%of%the%Moorpark%Quadrangle,%Ventura%County,%California,%
Map)No.)DFg40.%
"Greenbook")Standard)Specifications)for)Public)Works)Construction)(2012),)Published)by)BNI)
Building)News,)Los)Angeles,)California.)
Penfield) &) Smith) Engineers,) Inc.) (2014),)Preliminary% Drainage% Report% forArroyo% Vista%
Community%Park,)Access%Improvements%and%Pathway%Project,)dated)January)17.%
Pacific) Materials) Laboratory,) Inc.) (2001),)Supplemental% Soils% Exploration,% Proposed%
Restroom/Storage%Building,%Arroyo%Verde%Park,%Moorpark,%CA,)dated)August)31.)
______)(2002),)Final%Compaction%Report,%Proposed%Restroom/Storage%Building,%Arroyo%Vista%
Community%Park,)dated)June)5.)
USDA)(1970),)Soil%Survey,%Ventura%Area,%California,)April.%
)
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APPENDIX'A'
FIELD'EXPLORATION'
957
2 (0$3')11 30/12 57
1 12 81
3
4 3 12
5
6 4 39
Hand$auger
March;21,;2016
;;$;with;fine;sand,;at;4'
TOTAL;DEPTH;(ft):
Total;Depth;10'M;no;groundwater;encountered
NOTE:;The;log;and;data;presented;herein;are;a;simplification;of;actual;
subsurface;conditions;encountered;at;the;time;of;exploration;at;the;specific;
location;explored.;;Subsurface;conditions;may;differ;at;other;locations;and;
at;this;location;with;the;passage;of;time.PLASTICITY;(LL/PI);;;;;;;;;;;;;%;PASSING;No.;200LOG$OF$DRILL$HOLE$DH+1
NUMBERLOCATION:;;West;Lot,;See;Location;Map
MATERIAL;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;SYMBOLSAMPLEBLOW;COUNTDRY;DEN.;(pcf)MOISTURE;CONTENT;%MATERIAL$DESCRIPTION
DATE:
METHOD:;;
10'
METROLINK$NORTH$PARKING$LOT$PROJECT
18
BACKFILL:
Not;Encountered
L;Prentice
C;Prentice
LOGGED;BY:
CHECKED;BY:
OGI
Cuttings
CONTRACTOR:;
Sandy;SILT;(ML):;;light;brown,;damp
12
4
;;$;grades;to;silty;sand,;below;5'
Silty;Fine;SAND;(SM):;light;brown,;dry;to;damp
;;$;sand;with;silt;lense,;at;5.5'
;;$;with;gravel,;below;6'
2
Moorpark,$California
PLATE$A+1a
6
8
14
16
WATER;DEPTH;(ft):
10
Silty;Fine;SAND;(SM):;light;brown,;dry;to;damp
Phoenix;Civil;Engineering,;Inc.OAKRIDGE$GEOSCIENCE,$INC.
Artificial$Fill$(af)
Wood;chipsM;approximately;2"$thick
Sandy;CLAY;(CL):;moderate;brown,;damp,;with;few;gravel;in;upper;7"
Alluvium$(Qal)
SURFACE;EL.;(ft):;;520'
Project;No.;003.002
TV;or;PP;;;(tsf);;;;;;;;;;;;;;;;DEPTH;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;(feet)958
1
2 7 42
Hand$auger
LOG$OF$DRILL$HOLE$DH+2
;;$;increasing;fine;sand;content;with;depth
NOTE:;The;log;and;data;presented;herein;are;a;simplification;of;actual;
subsurface;conditions;encountered;at;the;time;of;exploration;at;the;specific;
location;explored.;;Subsurface;conditions;may;differ;at;other;locations;and;
at;this;location;with;the;passage;of;time.
MATERIAL$DESCRIPTION
Phoenix;Civil;Engineering,;Inc.OAKRIDGE$GEOSCIENCE,$INC.Project;No.;003.002
SURFACE;EL.;(ft):;;520'DEPTH;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;(feet)MATERIAL;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;SYMBOLSAMPLENUMBERBLOW;COUNTLOCATION:;;West;Lot,;See;Location;Map
DRY;DEN.;(pcf)MOISTURE;CONTENT;%PLASTICITY;(LL/PI);;;;;;;;;;;;;%;PASSING;No.;200TV;or;PP;;;(tsf);;;;;;;;;;;;;;;;Artificial$Fill$(af)
Base;materialsM;approximately;3"$thick
Sandy;CLAY;(CL):;moderate;brown;to;dark;brown,;damp;to;moist,;with
2 ;;;;scattered;gravel
Alluvium$(Qal)
Clayey;SILT;(ML):;;light;to;moderate;brown,;damp,;with;fine;sand
4 ;;$;grades;to;silty;sand,;below;3'
Silty;Fine;SAND;(SM):;light;brown,;damp,;with;scattered;gravel
6
Refusal;at;6';on;gravel/cobbleM;no;groundwater;encountered
8
10
12
14
16
18
CONTRACTOR:;OGI TOTAL;DEPTH;(ft):6';refusal
METHOD:;;WATER;DEPTH;(ft):Not;Encountered
BACKFILL:Cuttings LOGGED;BY:L;Prentice
Moorpark,$California
PLATE$A+1b
DATE:March;21,;2016 CHECKED;BY:C;Prentice
METROLINK$NORTH$PARKING$LOT$PROJECT
959
A (1.5$4')17 61
1
2 19 32/17 71
3
4 9 38
Hand$auger
LOG$OF$DRILL$HOLE$DH+3
NOTE:;The;log;and;data;presented;herein;are;a;simplification;of;actual;
subsurface;conditions;encountered;at;the;time;of;exploration;at;the;specific;
location;explored.;;Subsurface;conditions;may;differ;at;other;locations;and;
at;this;location;with;the;passage;of;time.
MATERIAL$DESCRIPTION
Phoenix;Civil;Engineering,;Inc.OAKRIDGE$GEOSCIENCE,$INC.Project;No.;003.002
SURFACE;EL.;(ft):;;527'DEPTH;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;(feet)MATERIAL;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;SYMBOLSAMPLENUMBERBLOW;COUNTLOCATION:;;East;Lot,;See;Location;Map
DRY;DEN.;(pcf)MOISTURE;CONTENT;%PLASTICITY;(LL/PI);;;;;;;;;;;;;%;PASSING;No.;200TV;or;PP;;;(tsf);;;;;;;;;;;;;;;;Artificial$Fill$(af)
Wood;chipsM;approximately;3"$thick
Base;materialsM;approximately;15"$thick
2 Sandy;CLAY;(CL):;moderate;brown,;damp;to;moist
4
Alluvium$(Qal)
6 Sandy;CLAY;(CL):;dusky;brown,;moist,;with;few;gravel
Silty;Fine;SAND;(SM)/Sandy;SILT;(ML):;light;brown,;damp
Silty;Fine;SAND;(SM):;light;brown,;damp,;with;few;gravel
8 Total;Depth;7'M;no;groundwater;encountered
10
12
14
16
18
CONTRACTOR:;OGI TOTAL;DEPTH;(ft):7'
METHOD:;;WATER;DEPTH;(ft):Not;Encountered
BACKFILL:Cuttings LOGGED;BY:L;Prentice
Moorpark,$California
PLATE$A+1c
DATE:March;21,;2016 CHECKED;BY:C;Prentice
METROLINK$NORTH$PARKING$LOT$PROJECT
960
Hand$auger
LOG$OF$DRILL$HOLE$DH+4
NOTE:;The;log;and;data;presented;herein;are;a;simplification;of;actual;
subsurface;conditions;encountered;at;the;time;of;exploration;at;the;specific;
location;explored.;;Subsurface;conditions;may;differ;at;other;locations;and;
at;this;location;with;the;passage;of;time.
MATERIAL$DESCRIPTION
Phoenix;Civil;Engineering,;Inc.OAKRIDGE$GEOSCIENCE,$INC.Project;No.;003.002
SURFACE;EL.;(ft):;;527'DEPTH;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;(feet)MATERIAL;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;SYMBOLSAMPLENUMBERBLOW;COUNTLOCATION:;;East;Lot,;See;Location;Map
DRY;DEN.;(pcf)MOISTURE;CONTENT;%PLASTICITY;(LL/PI);;;;;;;;;;;;;%;PASSING;No.;200TV;or;PP;;;(tsf);;;;;;;;;;;;;;;;Artificial$Fill$(af)
Gravelly;SAND;(SP):;light;brown,;dry;to;damp,;with;silt;and;cobble/rock
;;;;fragments
2 ;;;;
Refusal;at;2';on;cobbleM;no;groundwater;encountered
4
6
8
10
12
14
16
18
CONTRACTOR:;OGI TOTAL;DEPTH;(ft):2';refusal
METHOD:;;WATER;DEPTH;(ft):Not;Encountered
BACKFILL:Cuttings LOGGED;BY:L;Prentice
Moorpark,$California
PLATE$A+1d
DATE:March;21,;2016 CHECKED;BY:C;Prentice
METROLINK$NORTH$PARKING$LOT$PROJECT
961
1 10 36
2
Hand$auger
LOG$OF$DRILL$HOLE$DH+5
NOTE:;The;log;and;data;presented;herein;are;a;simplification;of;actual;
subsurface;conditions;encountered;at;the;time;of;exploration;at;the;specific;
location;explored.;;Subsurface;conditions;may;differ;at;other;locations;and;
at;this;location;with;the;passage;of;time.
MATERIAL$DESCRIPTION
Phoenix;Civil;Engineering,;Inc.OAKRIDGE$GEOSCIENCE,$INC.Project;No.;003.002
SURFACE;EL.;(ft):;;527'DEPTH;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;(feet)MATERIAL;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;SYMBOLSAMPLENUMBERBLOW;COUNTLOCATION:;;East;Lot,;See;Location;Map
DRY;DEN.;(pcf)MOISTURE;CONTENT;%PLASTICITY;(LL/PI);;;;;;;;;;;;;%;PASSING;No.;200TV;or;PP;;;(tsf);;;;;;;;;;;;;;;;Artificial$Fill$(af)
Silty;Fine;SAND;(SM):;light;gray,;damp,;with;scattered;gravel,;asphalt
;;;;fragments,;construction;debris,;and;pieces;of;plastic
2 ;;;;
4
6 ;;$;with;piece;of;plastic;sheeting,;at;6'
Refusal;at;6';on;gravel/cobbleM;no;groundwater;encountered
8
10
12
14
16
18
CONTRACTOR:;OGI TOTAL;DEPTH;(ft):6';refusal
METHOD:;;WATER;DEPTH;(ft):Not;Encountered
BACKFILL:Cuttings LOGGED;BY:L;Prentice
Moorpark,$California
PLATE$A+1e
DATE:March;21,;2016 CHECKED;BY:C;Prentice
METROLINK$NORTH$PARKING$LOT$PROJECT
962
1 16 36
Hand$auger
LOG$OF$DRILL$HOLE$DH+6
NOTE:;The;log;and;data;presented;herein;are;a;simplification;of;actual;
subsurface;conditions;encountered;at;the;time;of;exploration;at;the;specific;
location;explored.;;Subsurface;conditions;may;differ;at;other;locations;and;
at;this;location;with;the;passage;of;time.
MATERIAL$DESCRIPTION
Phoenix;Civil;Engineering,;Inc.OAKRIDGE$GEOSCIENCE,$INC.Project;No.;003.002
SURFACE;EL.;(ft):;;527'DEPTH;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;(feet)MATERIAL;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;SYMBOLSAMPLENUMBERBLOW;COUNTLOCATION:;;East;Lot,;See;Location;Map
DRY;DEN.;(pcf)MOISTURE;CONTENT;%PLASTICITY;(LL/PI);;;;;;;;;;;;;%;PASSING;No.;200TV;or;PP;;;(tsf);;;;;;;;;;;;;;;;Artificial$Fill$(af)
Base;materialsM;approximately;12"$thick
Sandy;CLAY;(CL):;light;brown,;moist,;with;few;gravel;and;asphalt
2 ;;;;fragments
Alluvium$(Qal)
Sandy;CLAY;(CL):;dark;brown,;moist,;soft
4
6 Silty;Fine;SAND;(SM):;moderate;brown,;moist,;with;scattered
;;;;fine;gravel
8
Total;Depth;8'M;no;groundwater;encountered
10
12
14
16
18
CONTRACTOR:;OGI TOTAL;DEPTH;(ft):8'
METHOD:;;WATER;DEPTH;(ft):Not;Encountered
BACKFILL:Cuttings LOGGED;BY:L;Prentice
Moorpark,$California
PLATE$A+1f
DATE:March;21,;2016 CHECKED;BY:C;Prentice
METROLINK$NORTH$PARKING$LOT$PROJECT
963
OAKRIDGE$GEOSCIENCE,$INC.
Blowcount
Push,
or$grab
1 Bulk Bulk;Sample
Blowcount Description
2 23 Standard;Penetration;Test;(SPT)63 63;blows;for;1';penetration;after;initial;6";seating
Sampler;(1$3/8";ID/2";OD);driven 89/11 89;blows;for;11";penetration;after;initial;6";seating
33/6 33;blows;for;6";drive;after;initial;6";seating
3 (23)Modified;California;Liner;Sampler Ref >50;blows;for;initial;6";seating
driven;(;2$3/8";ID/3";OD)(23)Blowcounts;for;modified;California;sampler
4 Push Thin$walled;sampler
pushed;;(;2$7/8";ID/3";OD)
LEAN;CLAY;(CL)Sandy;SILT;(ML)CLAYSTONE PAVING;AND;BASE;MATERIALS
FAT;CLAY;(CH)Silty;SAND;(SM)SILTSTONE CONCRETE
Sandy;CLAY;(CL)SAND;with;Silt;(SP$SM)SANDSTONE
SILT;(ML)SAND;(SP)VOLCANIC
ELASTIC;SILT;(MH)Clayey;SAND;(SC)DOLOMITIC
GRAVEL;(GP)SILICEOUS
Other$Symbols
Groundwater
Strata;break
PLATE$A+1g
Summary$of$Sampling$Details
USED$ON$LOGS
NumberSymbol Sampler$Type
Blowcount$Informtion
Material$Symbols$and$Classifications
SUMMARY$OF$TERMS$AND$SYMBOLS
964
!
!
APPENDIX'B'
LABORATORY'TESTING'
965
ProjectFNo.003.002
LIQUID PLASTIC PLASTICITY
LIMIT LIMIT INDEX
LOCATION HA/1 (LL)(PL)(PI)
DEPTH 0F/F3'30 18 12
PLATE)B[1a
METROLINK)NORTH)PARKING)LOT)PROJECT
Moorpark,)California
SandyFCLAYF(CL)
CLASSIFICATION
OAKRIDGE)GEOSCIENCE,)INC.
PhoenixFCivilFEngineering,FInc.
0
10
20
30
40
50
60
0 10 20 30 40 50 60 70 80 90 100Plasticity)Index)(PI)Liquid)Limit)(LL)or)wL)
MH
ML
CL
CH
U)Line
A)Line
CL[ML
966
ProjectFNo.003.002
LIQUID PLASTIC PLASTICITY
LIMIT LIMIT INDEX
LOCATION HA/3 (LL)(PL)(PI)
DEPTH 5'32 15 17
PLATE)B[1b
CLASSIFICATION
SandyFCLAYF(CL)
METROLINK)NORTH)PARKING)LOT)PROJECT
Moorpark,)California
PhoenixFCivilFEngineering,FInc.
OAKRIDGE)GEOSCIENCE,)INC.
0
10
20
30
40
50
60
0 10 20 30 40 50 60 70 80 90 100Plasticity)Index)(PI)Liquid)Limit)(LL)or)wL)
MH
ML
CL
CH
U)Line
A)Line
CL[ML
967
Project$No.003.002
Cu
Cc
LOCATION HAC1
DEPTH 5.5
PLATE*B&2a
Phoenix$Civil$Engineering,$Inc.
OAKRIDGE*GEOSCIENCE,*INC.
METROLINK*NORTH*PARKING*LOT*PROJECT
Moorpark,*California
CLASSIFICATION PASSING*NO.*200*(%)
Fine$SAND$with$Silt$(SPCSM)12
0
10
20
30
40
50
60
70
80
90
100
0.0010.0100.1001.00010.000100.000
GRAINSIZE)(mm)PERCENT)FINER)BY)WEIGHTUS)STD)SIEVE)SIZE) INCHES US)STD)SIEVE)SIZE) NUMBERS
SILT0or0CLAYSANDGRAVEL
Coarse Fine Coarse FineMedium
3 1.5 3/4 3/8 4 10 20 40 100 200
968
Project$No.003.002
Cu
Cc
LOCATION HAC1
DEPTH 9.5
PLATE*B&2b
Phoenix$Civil$Engineering,$Inc.
OAKRIDGE*GEOSCIENCE,*INC.
METROLINK*NORTH*PARKING*LOT*PROJECT
Moorpark,*California
CLASSIFICATION PASSING*NO.*200*(%)
Silty$Fine$SAND$(SM)39
0
10
20
30
40
50
60
70
80
90
100
0.0010.0100.1001.00010.000100.000
GRAINSIZE)(mm)PERCENT)FINER)BY)WEIGHTUS)STD)SIEVE)SIZE) INCHES US)STD)SIEVE)SIZE) NUMBERS
SILT0or0CLAYSANDGRAVEL
Coarse Fine Coarse FineMedium
3 1.5 3/4 3/8 4 10 20 40 100 200
969
Project$No.003.002
Cu
Cc
LOCATION HAC3
DEPTH 6.5'
PLATE*B&2c
Phoenix$Civil$Engineering,$Inc.
OAKRIDGE*GEOSCIENCE,*INC.
METROLINK*NORTH*PARKING*LOT*PROJECT
Moorpark,*California
CLASSIFICATION PASSING*NO.*200*(%)
Silty$Fine$SAND$(SM)38
0
10
20
30
40
50
60
70
80
90
100
0.0010.0100.1001.00010.000100.000
GRAINSIZE)(mm)PERCENT)FINER)BY)WEIGHTUS)STD)SIEVE)SIZE) INCHES US)STD)SIEVE)SIZE) NUMBERS
SILT0or0CLAYSANDGRAVEL
Coarse Fine Coarse FineMedium
3 1.5 3/4 3/8 4 10 20 40 100 200
970
Project$No.003.002
Cu
Cc
LOCATION HAC5
DEPTH 2'
PLATE*B&2d
Phoenix$Civil$Engineering,$Inc.
OAKRIDGE*GEOSCIENCE,*INC.
METROLINK*NORTH*PARKING*LOT*PROJECT
Moorpark,*California
CLASSIFICATION PASSING*NO.*200*(%)
Silty$Fine$SAND$(SM)36
0
10
20
30
40
50
60
70
80
90
100
0.0010.0100.1001.00010.000100.000
GRAINSIZE)(mm)PERCENT)FINER)BY)WEIGHTUS)STD)SIEVE)SIZE) INCHES US)STD)SIEVE)SIZE) NUMBERS
SILT0or0CLAYSANDGRAVEL
Coarse Fine Coarse FineMedium
3 1.5 3/4 3/8 4 10 20 40 100 200
971
Project$No.003.002
Cu
Cc
LOCATION HAC6
DEPTH 7'
PLATE*B&2e
Phoenix$Civil$Engineering,$Inc.
OAKRIDGE*GEOSCIENCE,*INC.
METROLINK*NORTH*PARKING*LOT*PROJECT
Moorpark,*California
CLASSIFICATION PASSING*NO.*200*(%)
Silty$Fine$SAND$(SM)36
0
10
20
30
40
50
60
70
80
90
100
0.0010.0100.1001.00010.000100.000
GRAINSIZE)(mm)PERCENT)FINER)BY)WEIGHTUS)STD)SIEVE)SIZE) INCHES US)STD)SIEVE)SIZE) NUMBERS
SILT0or0CLAYSANDGRAVEL
Coarse Fine Coarse FineMedium
3 1.5 3/4 3/8 4 10 20 40 100 200
972
Phoenix2Civil2Engineering,2Inc.
Project2No.2003.002 OAKRIDGE$GEOSCIENCE,$INC.
MAXIMUM2UNIT OPTIMUM2WATER
LOCATION:22HAU1 CLASSIFICATION DRY2WEIGHT2(pcf)CONTENT2(%)
DEPTH:2202U23'Sandy2CLAY2(CL)121 12
PLATE$BH3
COMPACTION$TEST$RESULTS
METROLINK$NORTH$PARKING$LOT$PROJECT
Moorpark,$California
100
110
120
130
2%6%10%14%18%22%26%30%Dry$Unit$Weight$$(lbs/ft3)$Water$Content$(%)
Compaction2 Curve
ZAV2Curve2(Gs=2.7)
973
Job$No.:Date:04/04/16 8.9%
Client:Tested MD
Project:Reduced RU
Sample$Checked DC
Soil$Type:
A B C D
345 712 172
1200 1200 1200
73 50 97
3152 3131 3067
2098 2092 2084
2.46 2.35 2.38
15.5 13.4 17.7
112.3 118.1 106.3
21.5 30.1 0.0
128 100 140
2.67 2.8 2.98
19 31 10
PLATE$BC5
psfExpansion$
Pressure
RCvalue$by$
Stabilometer 17
5
Remarks:
HA617@7064'
Dry$Density,$pcf
RCvalue
Stabilometer$@$2000$
Expansion$Pressure,$psf
Stabilometer$@$1000$
Turns$Displacement
Dark7Olive7Brown7Clayey7SAND7near7Sandy7CLAY
Weight$of$Mold,$grams
Exudation$Pressure,$psi
Initial$Moisture,$9036010
Oakridge7Geoscience
Moorpark7Parking7Lot767003.002
Moisture$Content,$%
Specimen$Number
Prepared$Weight,$grams
Final$Water$Added,$grams/cc
Weight$of$Soil$&$Mold,$grams
Height$After$Compaction,$in.
0
100
200
300
400
500
600
700
800
900
1000
0
10
20
30
40
50
60
70
80
90
100
0 100 200 300 400 500 600 700 800 Expansion$ Pressure,$psfRCvalueExudation$Pressure,$psi
R6value
Expansion7Pressure,7
psf
R Cvalue$Test$Report (Caltrans$301)
PLATE B-4
974
!
!
APPENDIX'C'
INFILTRATION'TESTING'
!
975
OAKRIDGE)GEOSCIENCE,)INC.
Project(No.003.002
Client Phoenix(Civil(Engineers,(Inc.Weather:Sunny,(warm
Project:Metrolink(Parking(Lots Hole(Dia((in):4"
Date:3/21/16 Test(Depth((ft):5R6'
Location:DH81)8)West)Lot
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
10:20:30 12.00
10:35:30 0.00 12.00 15.0 1.25 0.25 48 Presoak
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
10:37:00 14.00
10:59:00 0.00 14.00 22.0 1.57 0.37 38 Presoak
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
11:03:00 12.00
11:25:00 0.00 12.00 22.0 1.83 0.37 33
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
11:27:30 12.00
11:56:30 0.00 12.00 29.0 2.42 0.48 25
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
12:00:30 12.00
12:29:30 0.00 12.00 29.0 2.42 0.48 25
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
12:34:00 12.00
13:02:00 0.00 12.00 28.0 2.33 0.47 26
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
13:03:30 12.00
13:36:32 0.00 12.00 33.0 2.75 0.55 22
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
13:40:00 12.00
14:11:00 0.00 12.00 31.0 2.58 0.52 23
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
14:12:30 12.00
14:45:00 0.00 12.00 32.5 2.71 0.54 22
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
14:53:00 12.00
15:28:00 0.00 12.00 35.0 2.92 0.58 21
Average)Rate)Final)3)Tests:22
PLATE&C(1a
Infiltration)Test)No.)1
Presoak)No.)1
Presoak)No.)2
Infiltration)Test)No.)2
Infiltration)Test)No.)3
Infiltration)Test)No.)4
Infiltration)Test)No.)6
Infiltration)Test)No.)8
Infiltration)Test)No.)5
Infiltration)Test)No.)7
976
OAKRIDGE)GEOSCIENCE,)INC.
Project(No.003.002
Client Phoenix(Civil(Engineers,(Inc.Weather:Sunny,(warm
Project:Metrolink(Parking(Lots Hole(Dia((in):4"
Date:3/21/16 Test(Depth((ft):5R6'
Location:DH82)8)West)Lot
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
9:56:00 13.00
9:59:00 0.00 13.00 3.0 0.23 0.05 260 Presoak
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
10:00:00 12.00
10:05:00 0.00 12.00 5.0 0.42 0.08 144 Presoak
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
10:26:25 12.00
10:32:13 0.00 12.00 5.8 0.48 0.10 124
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
10:33:30 12.00
10:41:45 0.00 12.00 8.3 0.69 0.14 87
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
10:42:45 12.00
10:50:12 0.00 12.00 7.4 0.62 0.12 97
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
10:53:50 12.00
11:01:49 0.00 12.00 8.0 0.67 0.13 90
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
11:04:30 12.00
11:12:40 0.00 12.00 8.2 0.68 0.14 88
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
11:13:40 12.00
11:22:00 0.00 12.00 8.3 0.69 0.14 86
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
11:31:30 12.00
11:39:45 0.00 12.00 8.2 0.69 0.14 87
Average)Rate)Final)3)Tests:87
PLATE&C(1b
Infiltration)Test)No.)4
Infiltration)Test)No.)5
Infiltration)Test)No.)6
Infiltration)Test)No.)7
Presoak)No.)1
Presoak)No.)2
Infiltration)Test)No.)1
Infiltration)Test)No.)2
Infiltration)Test)No.)3
977
OAKRIDGE)GEOSCIENCE,)INC.
Project(No.003.002
Client Phoenix(Civil(Engineers,(Inc.Weather:Sunny,(warm
Project:Metrolink(Parking(Lots Hole(Dia((in):4"
Date:3/21/16 Test(Depth((ft):6R7'
Location:DH83)8)East)Lot
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
13:22:00 12.25
13:30:30 0.00 12.25 8.5 0.69 0.14 86 Presoak
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
13:41:30 12.00
13:52:00 0.00 12.00 10.5 0.88 0.18 69 Presoak
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
13:52:35 12.00
14:08:00 0.00 12.00 15.4 1.28 0.26 47
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
14:09:30 12.00
14:26:30 0.00 12.00 17.0 1.42 0.28 42
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
14:29:30 12.00
14:48:00 0.00 12.00 18.5 1.54 0.31 39
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
14:49:00 12.00
15:09:00 0.00 12.00 20.0 1.67 0.33 36
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
15:11:30 12.00
15:31:25 0.00 12.00 19.9 1.66 0.33 36
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
15:32:30 12.00
15:52:30 0.00 12.00 20.0 1.67 0.33 36
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
15:53:00 12.00
16:14:00 0.00 12.00 21.0 1.75 0.35 34
TIME H)(inch)∆)H ∆)T)(min)R1)(Min/In)∆)T)(hr)R2)(In/hr)Remarks
16:17:00 12.00
16:38:00 0.00 12.00 21.0 1.75 0.35 34
Average)Rate)Final)3)Tests:35
PLATE&C(1c
Infiltration)Test)No.)6
Infiltration)Test)No.)7
Infiltration)Test)No.)8
Presoak)No.)1
Presoak)No.)2
Infiltration)Test)No.)1
Infiltration)Test)No.)2
Infiltration)Test)No.)3
Infiltration)Test)No.)4
Infiltration)Test)No.)5
978
OAKRIDGE)GEOSCIENCE,)INC.
Project(No.003.002
Client Phoenix(Civil(Engineers,(Inc.Weather:Sunny,(warm
Project:Metrolink(Parking(Lots Hole(Dia((in):4"
Date:3/21/16 Test(Depth((ft):5R6'
Location:DH81)8)West)Lot
Source:(LA(County((2014)
A 12
B 12
C 4
4
Est.)Infil.)Rate Reduction)
Factor
Site)
Variability
Long8term)
Siltation)and)
Maint.
Design)
Rate Remarks
(in/hr)RF (1)to)3)(1)to)3)(in/hr)
22 4 1 3 1.8 Estimated(based(on(infiltration(rates(measured(in(
silty(sand(materials(in(DHR1(at(5'(to(6'
PLATE&C(2a
Estimated)Reduction)Factor
Reduction)Factor)(RF)
Initial(water(depth((in)
Water(level(drop((in)
Diameter(of(boring((in)
RF=((2*ARB)/C)+1
979
OAKRIDGE)GEOSCIENCE,)INC.
Project(No.003.002
Client Phoenix(Civil(Engineers,(Inc.Weather:Sunny,(warm
Project:Metrolink(Parking(Lots Hole(Dia((in):4"
Date:3/21/16 Test(Depth((ft):5R6'
Location:DH82)8)West)Lot
Source:(LA(County((2014)
A 12
B 12
C 4
4
Est.)Infil.)Rate Reduction)
Factor
Site)
Variability
Long8term)
Siltation)and)
Maint.
Design)
Rate Remarks
(in/hr)RF (1)to)3)(1)to)3)(in/hr)
87 4 1 3 7.3 Estimated(based(on(infiltration(rates(measured(in(
silty(sand(materials(in(DHR2(at(5'(to(6'
PLATE&C(2b
Estimated)Reduction)Factor
Reduction)Factor)(RF)
Initial(water(depth((in)
Water(level(drop((in)
Diameter(of(boring((in)
RF=((2*ARB)/C)+1
980
OAKRIDGE)GEOSCIENCE,)INC.
Project(No.003.002
Client Phoenix(Civil(Engineers,(Inc.Weather:Sunny,(warm
Project:Metrolink(Parking(Lots Hole(Dia((in):4"
Date:3/21/16 Test(Depth((ft):6R7'
Location:DH83)8)East)Lot
Source:(LA(County((2014)
A 12
B 12
C 4
4
Est.)Infil.)Rate Reduction)
Factor
Site)
Variability
Long8term)
Siltation)and)
Maint.
Design)
Rate Remarks
(in/hr)RF (1)to)3)(1)to)3)(in/hr)
35 4 2 3 1.5 Estimated(based(on(infiltration(rates(measured(in(
silty(sand(materials(in(DHR3(at(6'(to(7'
PLATE&C(2c
Estimated)Reduction)Factor
Reduction)Factor)(RF)
Initial(water(depth((in)
Water(level(drop((in)
Diameter(of(boring((in)
RF=((2*ARB)/C)+1
981
THIS PAGE INTENTIONALLY LEFT BLANK
982
APPENDIX IX-1-
8-18-2021
APPENDIX IX
SCRRA FORMS
983
SCRRA FORM NO. 6 Page 1 of 14 Rev: 02/03/15
TEMPORARY RIGHT-OF-ENTRY AGREEMENT
SCRRA FORM NO. 6
SCRRA File No.
SCRRA Project/Task No.
Subdivision
Mile Post
Thomas Guide Location
This Temporary Right-of-Entry Agreement (“Agreement”) is between the Southern California Regional
Rail Authority (hereinafter referred to as “SCRRA”) and
(hereinafter referred to as "Contractor"). This Agreement is for entry upon, over and under SCRRA
and Member Agency Right-of-Way (“Right-of-Way”) at or near
in the City of or in the Unincorporated County of
(as such location is more specifically identified above) for the purpose of
(as shown on attached
drawings).
1. Definitions
A. Contractor is an individual, firm, partnership or corporation or combination thereof, private,
municipal or public, including joint ventures, which are referred to throughout this
document by singular number and masculine gender. For purposes of this agreement,
Contractor also includes any subcontractor, supplier, agent or other individual entering the
Right-of-Way during performance of work.
B. Indemnitees are SCRRA, Member Agencies and Operating Railroad and their respective
officers, commissioners, employees, agents, successors and assigns.
C. Operating Railroad is/are any specific passenger or freight-related railroad company(s)
validly operating on SCRRA and Member Agency track(s). Operating Railroads are any
combination(s) of the SCRRA (METROLINK), the National Railroad Passenger
Corporation (AMTRAK), the Union Pacific Railroad Company (UPRR) and the BNSF
Railway Company.
D. Right-of-Way is defined herein to mean the real and/or personal property of SCRRA and/or
Member Agencies.
E. SCRRA is a five-county joint powers authority, created pursuant to State of California
Public Utilities Code Section 130255 and California Government Code Section 6500 et
seq., to build and operate the “Metrolink” commuter train system in the five -county area on
rail rights-of-ways owned by the Member Agencies. The five-county Member Agencies
(“Member Agency”) are comprised of the following: Los Angeles County Metropolitan
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SCRRA FORM NO. 6 Page 2 of 14 Rev: 02/03/15
Transportation Authority (MTA), Ventura County Transportation Commission (VCTC),
Orange County Transportation Authority (OCTA), San Bernardino Associated
Governments (SANBAG), and Riverside County Transportation Commission (RCTC).
F. SCRRA Employee-In-Charge (EIC) is a Southern California Regional Rail Authority
employee or contractor (SCRRA General Code of Operating Rules and Territory Qualified)
providing warning to Public Agency or Contractor personnel of approaching trains or on
track equipment and who has the authority to halt work and to remove personnel from the
Right-of-Way to assure safe work.
G. SCRRA Safety Trainer is a qualified SCRRA employee or contracted employee (SCRRA
General Code of Operating Rules qualified) as authorized by the SCRRA Director of
Engineering and Construction to provide Contractor training.
2. References
When working on the Right-of-Way, the Contractor must comply with the rules and regulations
contained in the current editions of the following documents which are "references"
incorporated in this document as if they were set out in full in this paragraph. The Contractor,
by its signature on this Agreement, acknowledges receipt of these documents and agrees to
abide by said rules and regulations at all times when on the Right-of-Way. The documents are
available on SCRRA’s website at www.metrolinktrains.com (About Us, Engineering and
Construction)
A. Rules and Requirements for Construction on SCRRA Property, SCRRA Form No. 37.
B. General Safety Regulations for Third Party Construction and Utility Workers on SCRRA
Property.
3. Entry onto Right-of-Way
No verbal approvals will be granted. The Contractor shall not enter onto the Right-of-Way
unless Contractor has arranged for SCRRA safety training as well as protective services (EIC
and/or other protective services to be determined by SCRRA) and has paid all charges and
fees. A fully executed copy of this Form 6 must be in the possession of the contractor at the
job site and must be produced by Contractor upon request by SCRRA, a law enforcement
officer or Member Agency’s representative. If said Agreement is not produced, SCRRA has
the right to suspend work in the Right-of-Way until Contractor demonstrates possession of
Agreement at the job site.
4. Termination of Agreement
SCRRA or Member Agency reserves the right to terminate or revoke this temporary
Agreement at any time upon two hours notice; however, in the event of an unsafe condition on
the Right-of-Way, SCRRA shall have the right to terminate this Agreement immediately,
without any advanced notice. Unless subsequently modified, extended, terminated or revoked
by SCRRA, this temporary Agreement shall extend until access to the Right-of-Way is no
longer necessary. In any event, however, the Agreement shall be automatically terminated if or
when the insurance that the Contractor is required to maintain hereunder lapses or expires.
The Contractor agrees to return the Right-of-Way to a condition substantially the same as
before work, including replacement, repair, or reinstallation of railroad signs and property.
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SCRRA FORM NO. 6 Page 3 of 14 Rev: 02/03/15
Railroad signs include but are not limited to “No Trespassing”, “Speed Limit”, “Milepost”,
“Whistle”, “Station Stop” and “Fiber Optics”. The Contractor agrees to notify SCRRA, in writing
and orally, when use of the Right-of-Way or work is completed. The Contractor shall also
complete and return the Confirmation of Completion form. Under no circumstances shall the
temporary right of entry provided for under this Agreement be construed as granting to the
Contractor or its Subcontractors and agents any right, title or interest of any kind or character
in, on or about any Right-of-Way
At the request of SCRRA or Member Agency, Contractor shall remove from the Right-of-Way
any employee or other individual who has not completed safety training or otherwise fails to
conform to the instructions of SCRRA's or Member Agency's representative in connection with
work on the Right-of-Way. Any right of Contractor to enter upon the Right-of-Way shall be
suspended until such request of SCRRA or Member Agency is met. Contractor shall defend,
indemnify and hold harmless SCRRA and Member Agency against any claim arising from the
removal of any such employee or other individual from the Right-of-Way.
5. Indemnification
Contractor, on behalf of itself and its employees, subcontractors, agents, successors and
assigns, agrees to indemnify, defend, by counsel satisfactory to SCRRA and Member Agency,
and hold harmless "Indemnitees", and each of them to the maximum extent allowed by law,
from and against all loss, liability, claims, demands, suits, liens, claims of lien, damages
(including incidental consequential damages), costs and expenses (including, without
limitation, any fines, penalties, judgments, actual litigation expenses and experts' and actual
attorneys' fees), that are incurred by or asserted against Indemnitees arising out of or
connected in any manner with (i) the acts or omissions of the Contractor or its officers,
directors, affiliates, subcontractors or agents or anyone directly or indirectly employed by them
or for whose acts the foregoing persons are liable (collectively, "Personnel") in connection with
or arising from the presence upon or performance of activities by the Contractor or its
Personnel with respect to the Right-of-Way, (ii) bodily and/or personal injury or death of any
person (including without limitation employees of Indemnitees) or damage to or loss of use of
Right-of-Way resulting from such acts or omissions of the Contractor or its Personnel or (iii)
non-performance or breach by Contractor or its Personnel of any term or condition of this
Agreement, in each case whether occurring during the term of this Agreement or thereafter.
The foregoing indemnity shall be effective regardless of any negligence (whether active,
passive, derivative, joint, concurrent or comparative) on the part of Indemnitees, unless
caused by the sole negligence or willful misconduct of Indemnitees, and is in addition to any
other rights or remedies, which Indemnitees may have under the law or under this Agreement.
Claims against the Indemnitees by the Contractor or its Personnel shall not limit the
Contractor's indemnification obligations hereunder in any way, whether or not such claims
against Indemnitees may result in any limitation of the amount or type of damages,
compensation or benefits payable by or for the Contractor or its Personnel under workers'
compensation acts, disability benefit acts or other employee benefit acts or insurance.
The provisions of this section shall survive the termination or expiration of this Agreement.
6. Assumption of Liability
To the maximum extent allowed by law, the Contractor releases Indemnitees from and
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SCRRA FORM NO. 6 Page 4 of 14 Rev: 02/03/15
assumes any and all risk of loss, damage or injury of any kind to any person or property,
including without limitation, the Right-of-Way and any other property of or under the control or
custody of, the Contractor or its personnel in connection with any acts undertaken under or in
connection with this Agreement. The Contractor's assumption of risk shall include, without
limitation, loss or damage caused by defects in any structure or improvements (including
easement, lease or license agreements for other existing improvements and utilities) on the
Right-of-Way, accident or fire or other casualty on the Right-of-Way or electrical discharge,
noise or vibration resulting from SCRRA, Member Agency and Operating Railroad transit
operations on or near the Right-of-Way and any other persons or companies employed,
retained or engaged by SCRRA or Member Agency. The Contractor, on behalf of itself and its
Personnel (as defined in Section 5, "Indemnification") as a material part of the consideration
for this Agreement, hereby waives all claims and demands against the Indemnitees for any
such loss, damage or injury of the Contractor and/or its Personnel. The Contractor waives the
benefit of California Civil Code Section 1542, which provides as follows: "A general release
does not extend to claims which the creditor does not know or suspect to exist in his favor at
the time of executing the release, which if known by him must have materially affected his
settlement with the debtor."
The provisions of this Section shall survive the termination or expiration of this Agreement.
7. Insurance
The Contractor, at its sole cost and expense, shall obtain and maintain in full force and effect
during the term of this Agreement insurance as required by SCRRA or Member Agency in the
amounts, coverage, and terms and conditions specified, and issued by insurance companies
as described on Exhibit "A". SCRRA or Member Agency reserve the right, throughout the term
of this Agreement, to review and change the amount and type of insurance coverage it
requires in connection with this Agreement. Prior to entering the Right-of-Way or performing
any work or maintenance on the Right-of-Way, the Contractor shall furnish SCRRA with
insurance endorsements or certificates in the form of Exhibit "B", evidencing the existence,
amounts and coverage of the insurance and signed by a person authorized by the insurer to
bind coverage on its behalf. In most instances, SCRRA and Member Agency do not allow self-
insurance; however, if the Contractor can demonstrate assets and retention funds meeting
SCRRA and Member Agency self-insurance requirements, SCRRA and Member Agency may
in SCRRA’s sole and absolute discretion permit the Contractor to self-insure. The right to self-
insure with respect to any coverage required hereunder may be granted or revoked at the sole
and absolute discretion of SCRRA or any Member Agency. SCRRA or Member Agency shall
not be liable for the payment of any premiums or assessments for insurance required to be
maintained by the Contractor under this Agreement. Contractor affirms that all subcontractors
covered by this Agreement are insured to the same limits required of the Contractor or
included in Contractor’s policy.
Prior to the expiration of any policy, the Contractor shall furnish SCRRA with certificates of
renewal or "binders" thereof. Each certificate shall expressly state that such policies shall not
be cancelable or otherwise subject to modification except after thirty (30) days prior written
notice to SCRRA and Member Agency.
8. No Assignment
The Contractor shall not assign this Agreement or any right hereunder without SCRRA's and
Member Agency's prior written consent.
987
SCRRA FORM NO. 6 Page 5 of 14 Rev: 02/03/15
9. Compliance by Contractor
The Contractor shall take all steps necessary to assure that its subcontractors comply with the
terms and conditions of this Agreement and applicable laws and regulations. The Contractor
shall assure that no lien is placed against the Right-of-Way arising from performance of work
hereunder by Contractor or any subcontractor, and in the event of such a lien, Contractor shall
immediately remove or cause to be removed such lien.
10. Safety and Protective/Flagging Services Notification
The Contractor and his subcontractors shall be required to attend a SCRRA Safety Orientation
Class prior to receiving permission to enter the Right-of-Way. The Contractor shall request
SCRRA’s consultant/contractor for safety training by calling 1-877-452-0205 to arrange for
third party safety training. Allow 72 hours from the request for safety training to arrange the
training. Upon completion of safety training and prior to start of work activities, the Contractor
shall notify SCRRA’s consultant/contractor at (714) 920-9037 a minimum of fifteen (15)
working days prior to beginning work on the Right-of-Way and secure any safety EIC services
SCRRA deems necessary. This prior notification does not guarantee the availability of on-track
safety protection for the proposed date of work. In no event shall SCRRA be liable to
Contractor in the event that track safety protection cannot be provided due to force majeure
event or for any other reason. SCRRA will advise Contractor as soon as reasonably
practicable once it is determined that track safety protection will be unavailable on a proposed
date of construction.
11. SCRRA Safety and Protective Services
The Contractor must request and arrange for on-track safety protection satisfactory to SCRRA in the following circumstances:
A. When the Contractor's work activities are within the right-of-way of SCRRA.
B. When the Contractor's work activities are located over or under a track or tracks.
C. When cranes, pile drivers, drill rigs, concrete pumps, or similar equipment positioned
outside of the right-of-way could foul the track in the event of tip-over or other
catastrophic occurrence.
D. When in the opinion of the SCRRA it is necessary to safeguard the employees, trains,
engines and facilities of SCRRA.
E. When any excavation is performed below the elevation of the track sub-grade, or track or
other railroad facilities may be subject to movement or settlement.
F. When work in any way interferes with the safe operation of trains at timetable speeds.
G. When any hazard is presented to railway track, communications, signal, electrical, or
other facilities either due to persons, material, equipment or blasting in the vicinity.
H. When clearing, grubbing, grading, or blasting is in proximity to the right-of-way which, in
the opinion of SCRRA or representative of an SCRRA Member Agency, may endanger
the right-of-way or operations.
I. When street work and maintenance activities, located within the right-of-way or in the
988
SCRRA FORM NO. 6 Page 6 of 14 Rev: 02/03/15
vicinity of the highway-rail grade crossing, requiring temporary work area traffic control,
which may affect or create unsafe conditions for employees, public, trains and vehicles.
The Contractor, and his subcontractors, shall complete SCRRA’s Safety Orientation Class, as
instructed in Item 10. Upon completion individuals will received a safety sticker which shall be
adhered to their hardhat while working on railroad Right-of-Way as proof of completion of
safety training.
12. Underground Utilities
Signal, communication, fiber-optic, petroleum, natural gas, electric power and other utilities are
present in SCRRA right-of-way. The Contractor shall contact the Southern California
Underground Service Alert (DigAlert) at 811 to locate underground utilities. SCRRA is not a
member of DigAlert. The Contractor shall call SCRRA at (909) 592-1346 a minimum of five
days prior to beginning work to mark SCRRA’s signal and communication cables and conduits.
Delays and disruptions to service may cause business interruptions involving loss of revenue
and profits, danger to train operations, and release of potentially hazardous or flammable
compounds.
13. Reimbursement of Costs and Expenditures
The Contractor agrees to reimburse SCRRA or any Member Agency and/or any Operating
Railroad for all cost and expense incurred by SCRRA or Member Agency in connection with
work and safety services, including without limitation the expense of engineering plan review,
administrative costs to process approvals and agreements, annual overhead rates, safety
training, utility markings, and SCRRA EIC and protective services as SCRRA deems
necessary. Contractor agrees to reimburse SCRRA for all work related services including but
not limited to installation and removal of falsework beneath tracks, restoration of railroad
roadbed and tracks, installation of appropriate protective devices, temporary and permanent
repairs of signal or communication equipment, restoration of the Right-of-Way to a condition
satisfactory to SCRRA's and Member Agency's representative.
The Plan review, administrative, safety training, and utility marking costs and fees paid to
SCRRA as a part of the Right-of-Entry are not refundable. Refer to SCRRA’s Schedule of
Fees for more information.
The Contractor agrees to reimburse SCRRA or any Member Agency actual cost and expense
incurred for flagging services and work performed in connection with said work, including
annual overhead rates. SCRRA will charge the Contractor four hours minimum for the
mandatory safety training class and for other services four hours or less in duration. SCRRA
will charge the Contractor for eight hours minimum if the Contractor cancels SCRRA services
after SCRRA EIC or SCRRA Safety Training Officer is on site on the day of the appointment.
The Contractor also agrees to reimburse SCRRA, any Member Agency and/or any Operating
Railroad for any and all cost and expense incurred as a result of Contractor’s work which may
result in (i) unscheduled delay to the trains or interference in any manner with the operation of
trains, (ii) unscheduled disruption to normal train operation, (iii) unreasonable inconvenience to
the public or private user of the system, (iv) loss of revenue and (v) alternative method of
transportation for passengers. SCRRA will submit final bills to the Contractor for cost incurred.
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SCRRA FORM NO. 6 Page 7 of 14 Rev: 02/03/15
SCRRA will provide the cost of all SCRRA services based on Contractor’s input. Prior to
commencement of work, the Contractor shall provide deposit representing the estimated
expense to be incurred by SCRRA and Member Agency in connection with said work. As the
work progresses, SCRRA may require additional progress payments as the scope of work
changes or becomes clearer. SCRRA may discontinue services to Contractor pending receipt
of progress payments. The deposit and progress payments shall be applied to SCRRA's and
Member Agency's actual costs and expenditures. The Contractor shall be responsible to pay
any amount exceeding the above payments upon receipt of notice or invoice by SCRRA.
SCRRA shall exercise its best efforts to provide final invoicing to Contractor within 90 days
following completion of the work; however, Contractor acknowledges that it shall be
responsible for payment of all expenses incurred by SCRRA and Member Agency in
connection with the work even if the final invoicing is provided to Contractor thereafter. Upon
completion of all work, any payments in excess of SCRRA's and Member Agency's costs and
expenditures shall be returned to the Contractor within a reasonable time.
If the Contractor stop the work in the right-of-way for three months or longer and then plans to
resume the work, he/she shall notify SCRRA as per contact information shown in Section 18
prior to resumption of the work.
14. Temporary Traffic Control
Temporary traffic control shall be used when a maintenance or construction activity is located
on the Right-of-Way or when the activity is located in the vicinity of a highway-rail grade
crossing, which could result in queuing of vehicles across the railroad tracks. Temporary traffic
control will comply with the current editions of the CA MUTCD, WATCH and SCRRA
Engineering Standard ES4301. Refer to SCRRA’s “Temporary Traffic Control Guidelines” for
further information on definitions, referenced standards, traffic control plans, submittals, traffic
control elements and responsibility/authority for temporary traffic control at highway-rail grade
crossings. The guidelines provide acceptable alternatives and procedures, which prescribe
appropriate temporary traffic control measures at highway-rail grade crossings.
15. Environmental Health and Safety Plan
Contractor shall immediately notify SCRRA and the appropriate regulatory agency (ies) of any
spill, release, discharge or discovery of any hazardous material or contaminants in, on or
under the Right-of-Way. After providing such notice to SCRRA and the appropriate regulatory
agency (ies), any contaminated soils or hazardous materials which are spilled, released,
discharged or discovered by the Contractor, shall be promptly removed and disposed of by
Contractor in accordance with all the applicable laws at Contractor’s sole cost and expense.
To the extent preexisting contamination or hazardous material, which was not caused or
contributed to by Contractor, is discovered or unearthed by Contractor, Contractor shall only
be obligated by this provision to removing and disposing of that portion of the contaminat ed
soils or hazardous materials that are unearthed or otherwise disturbed during Contractor’s
operations. Prior to entry onto the Right-of-Way, Contractor (s) performing trenching,
excavations or soil borings may be required by SCRRA to submit a “Hazardous Materials
Work Plan.” If required, said plan shall include Contractor’s site-specific health and safety plan
and any other information that SCRRA may require. Contractor shall ensure that all
documentation for transportation or disposal of contaminated soils of hazardous materials is
prepared in the Contractor’s name only and that neither SCRRA nor Member Agency shall
have any responsibility or liability therefor. Contractor shall defend and indemnify SCRRA for
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SCRRA FORM NO. 6 Page 8 of 14 Rev: 02/03/15
any spill, release or discharge of contaminants or hazardous materials by Contractor in
connection with activities hereunder in accordance with Section 5 Indemnification.
16. Warranty for Plan Review
Review and or approval of the plans and calculations by SCRRA shall not relieve the
Contractor of responsibility for full compliance with contract requirements, correctness of
design drawings and details, proper fabrication and construction techniques and coordination
with other government and private permitting agencies, nor shall such review or approval by
SCRRA in any way relieve Contractor from, or otherwise modify, Contractors’ indemnity
obligations (Section 5) or assumption of liability obligations (Section 6). Execution of this right
of entry does not imply design warranty or responsible charge on the part of SCRRA
engineering employees. The parties expressly agree that SCRRA makes no warranty of any
kind and assumes no responsibility therefor.
17. Emergency Telephone Numbers
The Contractor must immediately contact SCRRA in case of accidents, personal injury, defect
in track, bridge or signals or any unusual condition that may affect the safe operation of the
railroads. The following are SCRRA's emergency numbers:
Signal Emergencies and Grade Crossing Problems (888) 446-9721
Metrolink Chief Dispatcher (909) 596-3584 or (888) 446-9715
Metrolink Sheriff's Dispatch Center (323) 563-5280
Signal and Communications Cable Location (909) 592-1346
18. Notices
Except as otherwise provided in this agreement, all notices, statements, demands, approvals
or other communications to be given under or pursuant to this agreement will be in writing,
addressed to the parties at their respective addresses as provided below and will be delivered
in person or by certified or registered mail, postage paid or by telegraph or cable, charges pre-
paid.
SCRRA: Assistant Director, Standards and Design
Southern California Regional Rail Authority (SCRRA)
2558 Supply Street
Pomona, CA 91767 Attn: Mr. Christos Sourmelis - ROW Encroachments Coordinator E-mail: sourmelisc@scrra.net Office Number: (909) 392-8463
Contractor: Contractor's address is shown on the next page.
19. California Law/Venue
This agreement shall be construed and interpreted in accordance with and governed by the
laws of the State of California. Venue shall be located in courts in Los Angeles County.
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SCRRA FORM NO. 6 Page 9 of 14 Rev: 02/03/15
The Contractor hereby agrees to the terms as set forth in this Agreement and hereby acknowledges
receipt of this Agreement and of the insurance certificate forms (Exhibits A & B) herein provided.
(Name of Contractor) (Signature)
(Address) (Print Name)
(Title)
(Telephone) (Contractor's State License No.)
(Fax) (Email)
Receipt of the foregoing agreement and certificated of insurance furnished by the Contractor are
hereby acknowledged on this day of 20 .
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
By:
ROW Encroachments Coordinator
By:
Assistant Director, Standards and Design
[Approved As To Form By Legal Counsel]
992
SCRRA FORM NO. 6 Page 10 of 14 Rev: 02/03/15
EXHIBIT "A"
INSURANCE REQUIREMENTS FOR RIGHT OF ENTRY AGREEMENTS
Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to Right-of-Way, which may arise from or in connection with the performance of the work by the Contractor, his agents, representatives, employees or subcontractors. 1. Minimum Scope of Insurance Coverage shall be at least as broad as:
Insurance Services Office Commercial General Liability coverage (occurrence form CG 0001). Insurance Services Office form No. CA 0001 (Ed. 1/87) covering Auto. Liability, code 1(any auto).
Worker's Compensation insurance as required by the State of CA. & Employer's Liability Insurance. Course of Construction insurance form providing coverage for "all risks" of loss.
Property insurance against all risks of loss to any tenant improvements or betterment.
Contractor’s Pollution Liability 2. Minimum Limits of Insurance
Contractor shall maintain limits no less than:
General Liability: $2,000,000 per occurrence for bodily injury, personal injury and Property damage.
If Commercial General Liability Insurance or other form with a general aggregate limit is used, either
the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
Automobile Liability: $1,000,000 per accident for bodily injury and property damage. Employer's Liability: $1,000,000 per accident for bodily injury or disease.
Course of Construction: Completed value of the project.
Property Insurance: Full replacement cost with no coinsurance penalty provision.
Contractor’s Pollution Liability: $1,000,000 per occurrence/$2,000,000 annual aggregate 3. Certificate Holder/Additional Insured
Certificate holder and/or insured will be the following: Southern California Regional Rail Authority (SCRRA) Additionally Insured will be the following:
Los Angeles County Metropolitan Trans. Auth. (MTA) Burlington Northern Santa Fe Corp. (BNSF)
Orange County Transportation Authority (OCTA) Union Pacific Railroad Company (UPRR) Riverside County Transportation Commission (RCTC) National Railroad Passenger Corp. (AMTRAK) San Bernardino Associated Government (SANBAG) Ventura County Transportation Commission (VCTC) 4. Railroad Protective Liability Insurance
Railroad Protective Liability Insurance
The Contractor shall provide, with respect to the operations they or any of their subcontractors
perform on the Right-of-Way, Railroad Protective Liability Insurance, AAR-AASHTO
(ISO/RIMA) in the name of the SCRRA with additional insured specified in Section 3 above.
The policy shall have limits of liability of not less than $2 million per occurrence, combined
single limit, for coverage and for losses arising out of injury to or death of all persons and for
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SCRRA FORM NO. 6 Page 11 of 14 Rev: 02/03/15
physical loss or damage to or destruction of Property, including the loss of use thereof. A $6
million annual aggregate shall apply. If coverage is provided on the London claims-made form, the following provisions shall apply: A. The limits of liability shall be not less than $3 million per occurrence, combined single limit. A $9 million aggregate may apply. B. Declarations item 6, extended claims made date, shall allow an extended claims made period no shorter than the length of the original policy period plus one year. C. If equivalent or better, wording is not contained in the policy form, the following endorsement must be included: It is agreed that "physical damage to Property" means direct and accidental loss of or damage to rolling stock and their contents, mechanical construction equipment or motive power equipment, railroad tracks, roadbed, catenaries, signals, bridges or buildings. For certain low-hazard activity, Contractor may request that the SCRRA and Member Agency waive the requirement to provide the Railroad Protective Liability Insurance. If the exposure to the track is physically separated by a building, floor or a continuous fence (no thoroughfares) and the employees of the Contractor are explicitly notified that they are not permitted to have any contact with the track, the Railroad Protective Liability Insurance requirement may be waived by SCRRA's Manager Public Projects or his/her designated representative. 5. Deductibles and Self-Insured Retentions Any deductibles or self-insured retentions must be declared to and approved by SCRRA and Member Agency. At the option of SCRRA, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects SCRRA and Member Agency, its officials and employees or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. 6. Other Insurance Provisions The General Liability and Automobile Liability policies are to contain, or be endorsed to contain, the following provisions: A. SCRRA and Member Agency, its subsidiaries, officials and employees are to be covered as additional insureds as respects: liability arising out of activities performed by or on behalf of the Contractor; premises owned, occupied or used by the Contractor, or automobiles owned, leased, hired or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to SCRRA and Member Agency, its subsidiaries, officials and employees. B. For any claims related to this work, the Contractor's insurance coverage shall be primary insurance as respects SCRRA and Member Agency, its subsidiaries, officials and employees. Any insurance or self-insurance maintained by SCRRA and Member Agency, its subsidiaries, officials and employees shall be excess of the Contractor's insurance and shall not contribute with it. C. Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to SCRRA and Member Agency, its subsidiaries, officials and employees.
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SCRRA FORM NO. 6 Page 12 of 14 Rev: 02/03/15
D. The Contractor insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. E. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to SCRRA and/or Member Agency. Course of Construction policies shall contain the following provisions: A. SCRRA and Member Agency shall be named as loss payee. B. The insurer shall waive all rights subrogation against SCRRA and Member Agency. 7. Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:VII, unless otherwise approved by SCRRA and Member Agency. 8. Verification of Coverage
Contractor shall furnish SCRRA with original endorsements evidencing coverage required by this clause. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. The endorsements are to be on forms provided by SCRRA. All endorsements are to be received and approved by SCRRA before work commences. As an alternative to SCRRA's forms, the Contractor's insurer may provide complete, certified copies of all required insurance policies, including endorsements evidencing the coverage required by these specifications. 9. Subcontractors Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein. 10. Train Services
The train traffic information is available on SCRRA’s website at www.metrolinktrains.com
(About Us, Engineering and Construction). The following is the direct link to the file. http://www.metrolinktrains.com/pdfs/EngineeringConstruction/TrainTrafficDensityExhibitforSCRRASystem.pdf 11. Submittal
The original insurance policy (s) shall be submitted to:
Assistant Director, Standards and Design
Southern California Regional Rail Authority (SCRRA)
2558 Supply Street
Pomona, CA 91767
Attn: Mr. Christos Sourmelis - ROW Encroachments Coordinator
E-mail: sourmelisc@scrra.net Office Number: (909) 392-8463
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SCRRA FORM NO. 6 Page 13 of 14 Rev: 02/03/15
EXHIBIT "B"
RAILROAD PROTECTIVE LIABILITY POLICY
DECLARATION
POLICY
Insurance Company: Policy Number:
Policy Period: From: To:
12:01am Standard time at location
CERTIFICATE HOLDER AND ADDITIONALLY INSURED
Certificate Holder/Insured:
Southern California Regional Rail Authority (SCRRA)
2558 Supply Street, Pomona, CA 91767
Additionally Insured:
Los Angeles County Metropolitan Transportation Authority (MTA) Burlington Northern Santa Fe Corporation (BNSF)
Orange County Transportation Authority (OCTA) Union Pacific Railroad Company (UPRR)
Riverside County Transportation Commission (RCTC) National Railroad Passenger Corp. (AMTRAK)
San Bernardino Associated Governments (SANBAG)
Ventura County Transportation Commission (VCTC)
LIMITS OF INSURANCE
Aggregate Limit $6,000,000 Each Occurrence Limit $2,000,000
DESCRIPTION OF WORK AND JOB LOCATION(S)
NAME AND ADDRESS OF DESIGNATED CONTRACTOR
NAME AND ADDRESS OF INVOLVED GOVERNMENT AUTHORITY OR OTHER CONTRACTING PARTY
PREMIUM
Contract Cost
Premium Base Rate per 1,000 of Advance Premium
FORM OF ENDORSEMENT
Title Number
COUNTERSIGNATURE
Countersigned by Date
(Authorized Representative)
996
SCRRA FORM NO. 6 Page 14 of 14 Rev: 02/03/15
EXHIBIT "B
CERTIFICATE OF INSURANCE
Southern California Regional Rail Authority (SCRRA)
ISSUE DATE (MM/DD/YY)
PRODUCER
INSURED
THIS CERTIFICATE OF INSURANCE IS NOT AN INSURANCE POLICY AND DOES NOT AMEND, EXTEND
OR ALTER THIS COVERAGE AFFORDED BY THE POLICY BELOW.
COMPANIES AFFORDING COVERAGE
COMPANY A LETTER COMPANY B
LETTER COMPANY C
LETTER COMPANY D
LETTER COMPANY E
LETTER
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING
ANY REQUIREMENTS, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN
MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO
LTR
TYPE OF INSURANCE POLICY
NUMBER
POLICY EFFECTIVE
DATE (MM/DD/YY)
POLICY EXPIRATION
DATE (MM/DD/YY)
LIMITS
GENERAL LIABILITY
COMMERCIAL GENERAL LIABILITY
CLAIMS MADE OCCUR.
OWNER'S & CONTRACTOR'S
PROT.
OTHER ___________
GENERAL AGGREGATE PRODUCTS-COMP/OP AGG. PERSONAL & ADV. INJURY
EACH OCCURRENCE FIRE DAMAGE (Any one fire)
MED. EXPENSE
(Any one person)
$ $ $
$ $
$
AUTOMOBILE LIABILITY
ANY AUTO
ALL OWNED AUTO
SCHEDULED AUTOS
HIRED AUTOS
NON-OWNED AUTOS
GARAGE LIABILITY
COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE
$ $ $ $
EXCESS LIABILITY
UMBRELLA FORM
OTHER THAN UMBRELLA FORM
EACH OCCURRENCE AGGREGATE
$ $
PROPERTY INSURANCE
COURSE OF CONSTRUCTION
AMOUNT OF INSURANCE $
WORKER'S COMPENSATION
AND
EMPLOYER'S LIABILITY
STATUARY LIMITS
EACH ACCIDENT DISEASE-POLICY LIMIT
DISEASE-EACH EMPLOYEE
$ $
$
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS
THE FOLLOWING PROVISIONS APPLY:
1. None of the above-described policies will be canceled, limited in scope of coverage or nonrenewed until after 30 days' written notice has been given to SCRRA at the address indicated below.
2. As respects operations of the named insured performed on behalf of SCRRA, the following are added as additional insured on all liability insurance policies listed above: SCRRA, its Member Agencies, Operating Railroads, its subsidiaries, officials and employees.
3. It is agreed that any insurance of self-insurance maintained by SCRRA will apply in excess of and not contribute with, the insurance described above.
4. SCRRA is named a loss payee on the property insurance policies described above, if any.
5. All rights of subrogation under the property insurance policy listed above have been waived against SCRRA.
6. Any failure by the insured to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to SCRRA, its Member Agencies, its subsidiaries, officials and employees.
7. The worker's compensation insurer named above, if any, agrees to waive all rights of subrogation against SCRRA for injuries to employees of the insured resulting from work for SCRRA or use of Member Agencies premises or facilities.
CERTIFICATE HOLDER Southern California Regional Rail Authority (SCRRA) 2558 Supply Street, Pomona, CA 91767
ADDITIONAL INSURED MTA, OCTA, RCTC, SANBAG, VCTC, BNSF, UPRR, AMTRAK
AUTHORIZED REPRESENTATIVE
SIGNATURE TITLE
PHONE NO.
997
SITE SPECIFIC WORK PLAN (SSWP)
SCRRA Page 1 April 01, 2012
SITE SPECIFIC WORK PLAN (SSWP)
SCOPE OF SSWP
All SSWPs shall be submitted in writing a minimum of 15 calendar days prior to the scheduled
start of work within the SCRRA right-of-way. SCRRA will require a SSWP for all proposed work in
or adjacent to SCRRA right-of-way that affects the operation and safety of Metrolink passengers
and trains. Provide detailed information on each task for SCRRA review and approval. A SSWP
Checklist shall be submitted to SCRRA.
TASK DESCRIPTION
Contractor Provide the name and address of the contractor.
Scope Provide a brief description of the work. Description shall include all
activities necessary to perform construction task within SCRRA right-of-
way, including use of grade crossings, main tracks, siding, stations, and
proposed storage area.
Brief Schedule List the project beginning and end dates, as well as time for the proposed
activities.
Location Identify the city, county, subdivision name, mile post limits, tracks, sidings
of the proposed work activity.
Equipments Identification of all equipment necessary for the successful completion of
the work activities. All equipment shall be inspected, calibrated, and
certified by the contractor for performing work in and around SCRRA
right-of-way. Provide plan illustrating locations of equipment during build-
up of equipment.
Material and
Staging
Identify all materials required for the completion of the work activity.
Identify the placement of all personnel and material to allow for schedule
adherence. Identify proposed haul roads, methods of separating
construction vehicles from railroad operations, truck staging locations.
Provide crane capacity, locations and positions during hoisting.
Schedule Detailed summary of the work activity. All work with a potential to impact
normal functioning of any part of the operating system shall include a
detailed schedule of events indicating the expected hourly progress of
each activity that has duration of one hour or longer. The schedule shall
include a time at which all activities planned will be completed. Failure of
the contractor to complete the scheduled activities by the planned time or
to put in place an approved contingency plan may adversely impact the
operations of SCRRA.
Haul Routes Identify the routes that will be used by the trucks to deliver materials.
Contractor will communicate with sub-contractors the safety of the
railroad and adherence to safety procedures while delivering materials to
the right-of-way.
Safety Plan Identification of proper personnel protective equipment (PPE) and work
area. Provide plan for safety training, utility notifications, work windows,
and measures to perform work activities to effectively reduce the amount
of time and effort required during the approved work windows identified
and submitted.
Contingency Plan Include back-up or contingency plans for putting the system back in
operation in case of emergency or in case the contractor fails to perform
998
SITE SPECIFIC WORK PLAN (SSWP)
SCRRA Page 2 April 01, 2012
and complete the work on time. Contingency plan shall address the
various stages of construction.
Worksite
Representative
Names, title, phones (office and cellular), e-mail address and date and
time of availability.
Emergency
Response Plan
Written procedures for responding to emergencies (phones, contact
numbers, addresses and maps) for incident, police, ambulance, fire and
medical (hospitals). Provide First-aid kit and fire extinguisher at the field
location. Name, title and phones (office and cellular) of all responsible
persons who can be contacted for emergency.
Excavation Plan
(If necessary)
Provide excavation support plans and calculations. Excavation plans
shall meet Caltrans, OSHA, and SCRRA requirements. Refer to
SCRRA’s Excavation Support Guidelines.
Boring and
Jacking Plan
(If necessary)
Provide plans and profile of casing and carrier pipes. Provide details and
calculations of boring and excavation. Soil boring data and analysis,
track monitoring plans and pressure grouting plans shall be submitted.
Refer to SCRRA’s Engineering Standard ES5001 or ES5002.
Drilling and Pile
Driving Plan
(If necessary)
Provide plans of pile layout and developed elevation of finished
structures.
Falsework Plan
(If necessary)
Provide falsework installation, stripping and lowering plans and
calculations for review and approval.
Temporary Traffic
Control Plan
(If necessary)
Submit temporary traffic control pans for any traffic control affecting
grade crossings and disrupting normal operation of grade crossing
protection. Temporary Traffic control plans shall meet CA MUTCD,
WATCH and SCRRA requirements. Refer to SCRRA Temporary Traffic
Control Guidelines and SCRRA Engineering Standard ES4301.
999
SITE SPECIFIC WORK PLAN (SSWP)
SCRRA Page 3 April 01, 2012
SITE SPECIFIC WORK PLAN (SSWP)
CHECKLIST
ITEM YES NO N/A IF NO, EXPLAIN
Equipment
All equipment necessary for the work is identified?
Procedures for all equipments to be inspected,
calibrated and certified established?
Material and Staging
Materials required for work identified?
Personnel required for work identified?
Plan illustrating locations of materials and equipment
during build-up of equipment and prior to hoisting
submitted?
Plan illustrating crane capacity, locations and positions
during hoisting submitted?
Schedule
A schedule of the work, showing each activity and
where and how it affects normal operation submitted?
Detailed schedule indicating the expected hourly
progress of each activity that has duration of one hour
or longer submitted?
All SCRRA furnished services and time line identified
on the schedule?
Haul Routes
Routes used by the trucks to deliver materials
identified?
Sub-contractors are communicated with haul routes,
safety of the railroad and safety procedures while
delivering materials to the right-of-way?
Truck staging locations identified?
Safety Plan
Proper personnel protective equipment (PPE)
identified?
Safety training scheduled and completed?
SCRRA signal and communication cables located?
Ticket number obtained?
DigAlert ticket number obtained for the project?
Work windows are identified for the constructions?
Measures to perform work activities to effectively
reduce the amount of time and effort required during
the approved work windows identified and submitted?
Worksite hazards identified?
Contingency Plan
Back-up or contingency plan and necessary resources
(labor, equipment, materials) to assure that all
appropriate measures are available for the return to full
service submitted?
Contingency plan addresses the various stages of
work?
Worksite Representatives
Name, title, phones (office and cellular), e-mail address,
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SITE SPECIFIC WORK PLAN (SSWP)
SCRRA Page 4 April 01, 2012
date and time of availability provided to SCRRA?
Emergency Response Plan
Written procedures for responding to emergencies for
incident, police, ambulance, fire and medical (hospital)
submitted?
First-aid kit and fire extinguisher will be located at field
location?
Name, title and phones (office and cellular) of all
responsible persons who can be contacted for
emergency provided?
Excavation Plans (If necessary)
Limits of excavation with slope lines indicated?
Excavation support plans including calculations
submitted?
Type and models of equipment proposed for use
submitted?
Operational limits of equipment (including swing radius
or overhang distance submitted?
Plan and elevation illustrating location of equipment
with respect to track submitted?
Stock pile areas?
SCRRA Shoring Submittal Design Checklist as per
SCRRA Excavation Support Guidelines, Appendix A
submitted?
SCRRA Shoring Submittal Review Checklist as per
SCRRA Excavation Support Guidelines, Appendix B
submitted?
Boring and Jacking Plans (If necessary)
Plan and profile of casing and carrier pipe submitted?
Location and size of jacking and receiving pits shown?
Engineering details and calculations submitted?
Soil boring data and analysis submitted for pipes equal
or greater than 48” in diameter?
Track monitoring plans submitted for pipes equal or
greater than 48” in diameter as per Section 9, Track
Monitoring of SCRRA Excavation Support Guidelines?
Boring, tunneling or jacking operation will be continuous
without stoppage when the casing is 20 feet from the
nearest track?
Immediately after completion of jacking operation, the
installation shall be pressure grouted?
Boring and Jacking meet SCRRA Engineering Standard
ES5001 or ES5002 requirements?
Drilling and Pile Driving Plans (If necessary)
Plan of pile layout and developed elevation of finished
structure with intermediate excavation levels indicated?
Type, model, location, operation limits of cranes
submitted to SCRRA?
Pick plan for hoisting of large or heavy materials
submitted?
Falsework Plan (If necessary)
Plans of falsework and calculations submitted?
Falsework erection plans submitted?
Plans of stripping and lowering of falsework including
schedule submitted?
1001
SITE SPECIFIC WORK PLAN (SSWP)
SCRRA Page 5 April 01, 2012
Methods of securing beams and stringers to bents
submitted?
SCRRA Falsework Submittal Checklist as per SCRRA
Grade Separation Guidelines submitted?
Temporary Traffic Control Plans (If necessary)
Temporary traffic control plans submitted?
Approval of Temporary traffic control plan obtained from
local authority?
Temporary traffic control plan meet CA MUTCD,
WATCH and SCRRA requirements?
Temporary traffic control plan meet SCRRA guidelines
and Engineering Standard ES4301 requirements?
1002
SCRRA Schedule of Fees Page 1 of 2 Revised: 08.10.16
SCHEDULE OF FEES
NO ITEM AMOUNT DESCRIPTION
1 Plan Review $1,500.00 SCRRA plan review, site visits and correspondence
2 Administration $1,000.00 SCRRA permit processing; and schedule of flagging & signal
location services
3 SCRRA Third Party
Safety Training
$500.00 Safety training is provided by SCRRA Contractor or consultant.
Costs assume the following:
Two (2) hours training class and two (2) hours travel time.
Class size – up to 20-participants
4 Signal and
Communications Line
locations
$500.00
Signal and Communications location service is provided by
SCRRA Contractor.
Costs assume the following:
Signal marking for one location
Travel time
Additional locations are estimated at $275.00 each
5 Flagging
$1,500.00
Per day
Railroad flagging is provided by SCRRA Contractor or
consultant.
Costs assume the following:
Eight (8) hours of EIC Railroad Protection; 2.5 hours of
preparation, set-up, and flag take down if Form B is used.
Vehicle costs
Management oversight
6 Inspection
$1,250.00
Per day
Railroad inspection is provided by SCRRA Contractor or
consultant.
Costs assume one days of inspection including travel time,
vehicle costs.
7 Filming/Photography $13,000.00
$5,000.00
$6,500.00
$8,500.00
$1,500.00
For use of Metrolink station platform and train equipment
(minimum six hours)
For use of Metrolink station platform (minimum six hours)
For use of train shops and yards (non-moving cars)
For leasing a chartered train for private use (Maximum six
hours)
For each additional hour of filming
8 Major Construction
Type I
$10,000.00 Roadway alterations
The deposits are estimates for initial reviews. These costs do
not include inspection, construction, material or reviews by
SCRRA Consultants. Costs may vary depending on the
complexity of the project.
9 Major Construction
Type II
$25,000.00 Roadway/bridge widening/bike trails
The deposits are estimates for initial reviews. These costs do
not include inspection, construction, material or reviews by
SCRRA Consultants. Costs may vary depending on the
complexity of the project.
10 Major Construction
Type III
$50,000.00 Grade separations
The deposits are estimates for initial reviews. These costs do
not include inspection, construction, material or reviews by
SCRRA Consultants. Costs may vary depen ding on the
complexity of the project.
1003
SCRRA Schedule of Fees Page 2 of 2 Revised: 08.10.16
Notes:
1. The local agency, contractor, or filming company shall reimburse SCRRA the actual cost and
expense incurred by SCRRA and its contractors and consultants for all services and work
performed in connection with the request, including an allocated overhead representing SCRRA’s
costs for administration and management.
2. General Liability ($2 mil), Automobile Liability ($1 mil) and Employer’s Liability ($1 mil) insurance
coverage will be necessary for access to the railroad right-of-way. Railroad Protective Insurance,
$2 million per occurrence and $6 million annual aggregate will be necessary when the work affects
the operation of the passenger and freight trains. Railroad Protective Insurance for filming and
photography will be based on location of the production on the right-of-way. SCRRA will make the
final decision on the Railroad Protective Insurance.
3. Detailed information on insurance will be available upon request.
4. Metrolink will assign personnel from different departments, including System Safety and External
Communications/Community Relations, to support filming as necessary.
5. The project cost will be based on type of work on the right-of-way and may include any combination
of Administration, Plan Review, safety training, signal and communications line locations, flagging,
and inspection fees.
1004