Section 3
Statement of Work
ASTRO 25 K-Core System Upgrade Agreement II (SUA II)
1.0 Description of Service and Obligations
1.1 As system releases become available, Motorola Solutions agrees to provide the Customer with the software, hardware and implementation services required to execute up to one system infrastructure upgrade in a two-year period for their ASTRO 25 K-Core system.
1.2 The Customer has, at its option, the choice of upgrading in either Year 1 or Year 2 of the coverage period. To be eligible for the recurring ASTRO 25 SUA II, the ASTRO 25 K-Core system must be in the Standard Support Period.
1.3 ASTRO 25 K-Core system releases are intended to improve the system functionality and operation from previous releases and may include some minor feature enhancements. At Motorola’s option, system releases may also include significant new feature enhancements that Motorola may offer for purchase. System release software and hardware shall be pre-tested and certified in Motorola’s Systems Integration Test lab.
1.4 The price quoted for the K-Core SUA II requires the Customer to choose a certified system upgrade path from the system release upgrade chart referenced in Appendix A. Should the Customer elect an upgrade path other than one listed in Appendix A, the Customer agrees that additional costs may be incurred to complete the implementation of the certified system upgrade. In this case, Motorola agrees to provide a price quotation for any additional materials and services necessary.
1.5 ASTRO 25 K-Core SUA II entitles a Customer to past software versions for the purpose of downgrading product software to a compatible release version.
1.6 The following ASTRO 25 K-Core certified system release software for the following products are covered under this ASTRO 25 K-Core SUA II:
1.6.1 Servers
1.6.2 Workstations
1.6.3 Firewalls
1.6.4 Routers
1.6.5 LAN switches
1.6.6 MCC 7XXX Dispatch Consoles
1.6.7 GTR8000 Base Stations
1.6.8 GCP8000 Site Controllers
1.6.9 GCM8000 Comparators
1.6.10 Motorola Solutions Logging Interface Equipment
1.6.11 NICE and Verint Logging Solutions (if purchased)
1.7 Motorola will provide certified hardware version updates and/or replacements necessary to upgrade the system with an equivalent level of functionality up to once in a two-year period. Hardware will be 165164
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upgraded and/or replaced if required to maintain the existing features and functionality. Any updates to hardware versions and/or replacement hardware required to support new features or those not specifically required to maintain existing functionality are not included.
1.8 The following hardware components, if originally provided by Motorola, are eligible for full product replacement when necessary per the system release upgrade :
1.8.1 Servers
1.8.2 Workstations
1.8.3 Routers
1.8.4 LAN Switches
1.9 The following hardware components, if originally provided by Motorola, are eligible for board-level replacement when necessary per the system release upgrade. A “board-level replacement” is defined as any Field Replaceable Unit (“FRU”) for the products listed below:
1.9.1 GTR 8000 Base Stations
1.9.2 GCP 8000 Site Controllers
1.9.3 GCM 8000 Comparators
1.9.4 MCC 7XXX Dispatch Consoles
1.10 ASTRO 25 K-Core SUA II makes available the subscriber radio software releases that are shipping from the factory during the SUA II coverage period. New subscriber radio options and features not previously purchased by the Customer are excluded from ASTRO 25 K-Core SUA II coverage.
Additionally, subscriber software installation and reprogramming are excluded from the ASTRO 25 K- Core SUA II coverage.
1.11 The ASTRO 25 K-Core SUA II does not cover all products. Refer to section 3.0 for exclusions and limitations.
1.12 Motorola will provide implementation services necessary to upgrade the system to a future system release with an equivalent level of functionality up to once in a two-year period. Any implementation services that are not directly required to support the certified system upgrade are not included. Unless otherwise stated, implementation services necessary for system expansions, platform migrations, and/or new features or functionality that are implemented concurrently with the certified system upgrade are not included.
1.13 ASTRO 25 K-Core SUA II pricing is based on the system configuration outlined in Appendix B.
This configuration is to be reviewed annually from the contract effective date. Any change in system configuration may require an ASTRO 25 K-Core SUA II price adjustment.
1.14 Motorola will issue Software Maintenance Agreement (“SMA”) bulletins on an annual basis and post them in soft copy on a designated extranet site for Customer access. Standard and optional features for a given ASTRO 25 K-Core system release are listed in the SMA bulletin.
2.0 Upgrade Elements and Corresponding Party Responsibilities
2.1 Upgrade Planning and Preparation: All items listed in this section are to be completed at least 4 months prior to a scheduled upgrade.
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2.1.1 Motorola responsibilities
2.1.1.1 Obtain and review infrastructure system audit data as needed.
2.1.1.2 Identify the backlog accumulation of security patches and antivirus updates needed to implement a system release. If applicable, provide a quote for the necessary labor, security patches and antivirus updates.
2.1.1.3 If applicable, identify additional system hardware needed to implement a system release and if the customer has added hardware that is not covered under this agreement.
2.1.1.4 Define the installation plan.
2.1.1.5 Advise Customer of probable impact to system users during the actual field upgrade implementation.
2.1.1.6 Assign program management support required to perform the certified system upgrade.
2.1.1.7 Assign field installation labor required to perform the certified system upgrade.
2.1.2 Customer responsibilities
2.1.2.1 Contact Motorola to schedule and engage the appropriate Motorola resources for a system release upgrade.
2.1.2.2 Purchase the security patches, antivirus updates and the labor necessary to address any security updates backlog accumulation identified in Section 2.1.1.2, if applicable. Unless otherwise agreed in writing between Motorola and Customer, the installation and implementation of accumulated backlog security patches and network updates is the responsibility of the Customer.
2.1.2.3 Assist in site walks of the system during the system audit when necessary.
2.1.2.4 Provide a list of any FRUs and/or spare hardware to be included in the system release upgrade when applicable.
2.1.2.5 Purchase any additional software and hardware necessary to implement optional system release features or system expansions.
2.1.2.6 Provide or purchase labor to implement optional system release features or system expansions.
2.2 System Readiness Checkpoint: All items listed in this section must be completed at least 30 days prior to a scheduled upgrade.
2.2.1 Motorola responsibilities
2.2.1.1 Perform appropriate system backups.
2.2.1.2 Work with the Customer to validate that all system maintenance is current.
2.2.1.3 Work with the Customer to validate that all available security patches and antivirus updates have been updated on the customer’s system.
2.2.1.3.1 Motorola reserves the right to charge the Customer for the security patches, antivirus updates and the labor necessary to address any security updates backlog accumulation, in the event that these are not completed by the Customer at the System Readiness Checkpoint.
2.2.2 Customer responsibilities
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2.2.2.1 Validate system maintenance is current.
2.2.2.2 Validate that all available security patches and antivirus updates to their system have been completed or contract Motorola to complete in time for the System Readiness Checkpoint.
2.3 System Upgrade
2.3.1 Motorola responsibilities
2.3.1.1 Perform system infrastructure upgrade in accordance with the system elements outlined in this SOW.
2.3.2 Customer responsibilities
2.3.2.1 Inform system users of software upgrade plans and scheduled system downtime.
2.3.2.2 Cooperate with Motorola and perform all acts that are reasonable or necessary to enable Motorola to provide software upgrade services.
2.4 Upgrade Completion
2.4.1 Motorola responsibilities
2.4.1.1 Validate all certified system upgrade deliverables are complete as contractually required.
2.4.2 Customer Responsibilities
2.4.2.1 Cooperate with Motorola in efforts to complete any post upgrade punch list items as needed.
3.0 Exclusions and Limitations
3.1 The parties agree that Systems that have non-standard configurations that have not been certified by Motorola Systems Integration Testing are specifically excluded from the ASTRO 25 K-Core SUA II unless otherwise agreed in writing by Motorola and included in this SOW.
3.2 Customer acknowledges that if the system has a special product feature, that it may be overwritten by the software upgrade. Restoration of that feature is not included in the coverage of this SOW.
3.3 Platform migrations are the replacement of a product with the next generation of that product. Unless otherwise stated, platform migrations such as, but not limited to stations, comparators, site controllers, console, backhaul and network changes are not included.
3.4 Upgrades for equipment add-ons or expansions during the term of this ASTRO 25 K-Core SUA II are not included in the coverage of this SOW unless otherwise agreed to in writing by Motorola.
3.5 The parties acknowledge and agree that the ASTRO 25 K-Core SUA II does not cover the following products:
▪ MCC5500 Dispatch Consoles
▪ MIP5000 Dispatch Consoles
▪ Plant/E911 Systems
▪ MOTOBRIDGE Solutions
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▪ Motorola Public Sector Applications Software (“PSA”)
▪ Custom SW, CAD, Records Management Software
▪ Data Radio Devices
▪ Mobile computing devices such as Laptops
▪ Non-Motorola two-way radio subscriber products
▪ Genesis Products
▪ Point-to-point products such as MPLS equipment, microwave terminals and associated multiplex equipment
3.6 ASTRO 25 K-Core SUA II does not cover any hardware or software supplied to the Customer when purchased directly from a third party, unless specifically included in this SOW.
3.7 ASTRO 25 K-Core SUA II services do not include repair or replacement of hardware or software that is necessary due to defects that are not corrected by the system release, nor does it include repair or replacement of defects resulting from any nonstandard, improper use or conditions; or from unauthorized installation of software.
3.8 ASTRO 25 K-Core SUA II does not cover or include deliverables included with the Security Update Service. This means that the K-Core SUA II does not include software support for virus attacks or other applications that are not part of the ASTRO 25 system or unauthorized modifications or other misuse of the covered software. Motorola is not responsible for management of anti-virus or other security applications, unless specifically contracted.
3.9 At the time of upgrade, Motorola will provide the latest applicable software, patches and antivirus updates when and if available, as a part of the system release upgrade. The security patches and antivirus updates delivered as part of this upgrade are intended to bring the system current in all respects but does not imply that the customer is eligible for ongoing security patching. The upgrade may include 3rd party SW such as Microsoft Windows and Server OS, Red Hat Linux, and any Motorola software service packs that may be available. Motorola will only provide patch releases that have been analyzed, pre-tested, and certified in a dedicated ASTRO 25 test lab to ensure that they are compatible and do not interfere with the ASTRO 25 K-Core network functionality.
4.0 Special provisions
4.1 Customer will only use the software (including any System Releases) in accordance with the applicable Software License Agreement.
4.2 ASTRO 25 SUA II coverage and the parties’ responsibilities described in this Statement of Work will automatically terminate if Motorola no longer supports the ASTRO 25 7.x software version in the Customer’s system or discontinues the ASTRO 25 SUA II program; in either case, Motorola will refund to Customer any prepaid fees for ASTRO 25 SUA II services applicable to the terminated period.
4.3 The SUA II annualized price is based on the fulfillment of the two year term. If Customer terminates, except if Motorola is the defaulting party, Customer will be required to pay for the balance of payments owed if a system release upgrade has been taken prior to the point of termination.
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Appendix A – ASTRO 25 K-Core System Release Upgrade Paths
ASTRO System
Release Certified Update Paths
Pre-7.16 Upgrade to Current Shipping Release
7.16 7.18
7.17.X* A2019.2; A2020.1
7.18 A2021.1
A2019.2 A2021.1
A2020.1 A2022.1
* Includes planned incremental releases
• The information contained herein is provided for information purposes only and is intended only to outline Motorola’s presently anticipated general technology direction. The information in the roadmap is not a commitment or an obligation to deliver any product, product feature or software functionality and Motorola reserves the right to make changes to the content and timing of any product, product feature or software release.
• The most current system release upgrade paths can be found in the most recent SMA bulletin.
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Appendix B - System Pricing Configuration
This configuration is to be reviewed annually from the contract effective date.. Any change in system configuration may require an ASTRO 25 K-Core SUA II price adjustment.
Master Site Configuration
# of Master Sites 1
System Level Features
MOSCAD NFM RTU (typically 1 per site location) 1
MOSCAD NFM / SDM Clients 0
Network Management Clients 1
Unified Network Services (UNS)
ex: POP25, Presence Notifier, Text Messaging, Outdoor Location, KMF/OTAR 0 Security Configuration
Firewalls 1
RF Site Configuration
# of RF Sites 0
Simulcast Prime Sites (including co-located/redundant) 0 RF Sites (includes Simulcast sub-sites, ASR sites) 0
GTR 8000 Base Stations 0
Dispatch Site Configuration
# of Dispatch Sites 0
MCC7500 Dispatch Consoles 4
CCGWs 2
MCC7100 Dispatch Consoles 0
AIS 0
Third Party Elements
NICE Logging recorders (IP, Telephony, or Analog) 0
Verint Logging recorders (IP, Telephony, or Analog) 0
MACH Alert FSA 0
Genesis Applications 0
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Pricing
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Section 4
Pricing
Motorola is pleased to provide the following equipment and services to Rocklin PD.
4.1 Summary
Item Year 1
(includes
Maintenance and
custom upgrade to
supported release)
Year 2
(includes
maintenance and
1st year of SUA II)
Year 3
(includes
maintenance and
2nd year of SUA II)
Total
Maintenance and
Lifecycle services
$162,891 $80,733 $84,275 $327,898
4.2 Payment Terms
Customer will make payments to Motorola within thirty (30) days after the date of each invoice.
Customer will make payments when due in the form of a wire transfer, check, or cashier’s check from a U.S. financial institution. Motorola reserves the right to make partial shipments of equipment and invoice for partial shipment. Overdue invoices will bear simple interest at the maximum allowable rate. 100% of Year 1 price will be due upon Contract Execution.
For Lifecycle Support Plan and Subscription Based Services:
Motorola will invoice Customer annually in advance of each year of the plan. 172171
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Contractual Documentation
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Section 5
Contractual Documentation
Provided on the following pages.
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Maintenance Support and Lifecycle Management Purchase Agreement
Motorola Solutions, Inc. (“Motorola”) and __________________ (“Customer”) enter into this “Agreement,” pursuant to which Customer will purchase and Motorola will sell the Maintenance support an d Lifecycle Management services, as described below. Motorola and Customer may be referred to individually as a “Party” and collectively as the “Parties.” For good and valuable consideration, the Parties agree as follows:
Section 1 EXHIBITS
The exhibits listed below are incorporated into and made a part of this Agreement. In interpreting this Agreement and resolving any ambiguities, the main body of this Agreement takes precedence over the exhibits and any inconsistency between Exhibits A through D will be resolved in their listed order.
Exhibit A Motorola “Software License Agreement”
Exhibit B Statements of Work (“SOW”)
Exhibit B-1 Lifecycle Management Statement of Work
Exhibit B-2 Maintenance Services Statement of Work
Exhibit C Payment Schedule
Exhibit D Equipment List, if applicable
Section 2 DEFINITIONS
Capitalized terms used in this Agreement have the following meanings:
“Confidential Information” means all information consistent with the fulfillment of this agreement that is (i) disclosed under this agreement in oral, written, graphic, machine recognizable, and/or sample form, being clearly designated, labeled or marked as confidential or its equivalent or (ii) obtained by examination, testing or analysis of any hardware, software or any c omponent part thereof provided by discloser to recipient. The nature and existence of this agreement are considered Confidential Information. Confidential information that is disclosed orally must be identified as confidential at the time of disclosure and confirmed by the discloser by submitting a written document to the recipient within thirty (30) days after such disclosure. The written document must contain a summary of the Confidential Information disclosed with enough specificity for identification purpose and must be labeled or marked as confidential or its equivalent.
“Effective Date” means that date upon which the last Party executes this Agreement.
“Equipment” means the equipment that is specified in the attachments or is subsequently added to this Agreement.
“Force Majeure” means an event, circumstance, or act of a third party that is beyond a Party’s reasonable control (e.g., an act of God, an act of the public enemy, an act of a government entity, strikes or other labor disturbances, hurricanes, earthquakes, fires, floods, epidemics, embargoes, war, and riots).
“Infringement Claim” means a third party claim alleging that the Equipment manufactured by Motorola or the Motorola Software directly infringes a United States patent or copyright.
“Motorola Software” means Software that Motorola or its affiliated company owns.
"MUA" means Microwave Upgrade Agreement (MUA).
"NUA" means Network Upgrade Agreement (NUA).
“Non-Motorola Software” means Software that another party owns.
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“Open Source Software” (also called “freeware” or “shareware”) means software with either freely obtainable source code, license for modification, or permission for free distribution.
“Proprietary Rights” means the patents, patent applications, inventions, copyri ghts, trade secrets, trademarks, trade names, mask works, know-how, and other intellectual property rights in and to the Equipment and Software, including those created or produced by Motorola under this Agreement and any corrections, bug fixes, enhancements, updates or modifications to or derivative works from the Software whether made by Motorola or another party.
“Software” means the Motorola Software and Non -Motorola Software, in object code format that is furnished with the System or Equipment.
“Services” means those installation, maintenance, SUA, MUA, NUA support, training, and other services described in this Agreement.
“SUA” or “SUA II” means Motorola’s Software Upgrade Agreement program (which may include MUA or NUA services).
Section 3 ACCEPTANCE
Customer accepts these Service Terms and Conditions and agrees to pay the prices set forth in the Agreement.
The term of this Agreement begins on the Effective Date.
Section 4 SCOPE OF AGREEMENT AND TERM
4.1. SCOPE OF WORK. Motorola will provi de the Services described in this Agreement and Exhibit B -1 and B-2.
4.2 TERM. Unless terminated in accordance with other provisions of this Agreement or extended by mutual agreement of the Parties, the term of this Agreement is __________ years, commencing on _________, 201_.
4.3. SUBSTITUTIONS. At no additional cost to Customer, Motorola may substitute any Equipment, Software, or services to be provided by Motorola, if the substitute meets or exceeds the Specifications and is of equivalent or better quality to the Customer. Any substitution will be reflected in a change order.
If Motorola is providing Services for Equipment, Motorola parts or parts of equal quality will be used; the Equipment will be serviced at levels set forth in the manufacturer' s product manuals; and routine service procedures that are prescribed by Motorola will be followed.
4.4. MOTOROLA SOFTWARE. Any Motorola Software, including subsequent releases, is licensed to Customer solely in accordance with the Software License Agree ment. Customer hereby accepts and agrees to abide by all of the terms and restrictions of the Software License Agreement.
4.5. NON-MOTOROLA SOFTWARE. Any Non-Motorola Software is licensed to Customer in accordance with the standard license, terms, and r estrictions of the copyright owner on the Effective Date unless the copyright owner has granted to Motorola the right to sublicense the Non -Motorola Software pursuant to the Software License Agreement, in which case it applies and the copyright owner will have all of Licensor’s rights and protections under the Software License Agreement. Motorola makes no representations or warranties of any kind regarding Non-Motorola Software. Non-Motorola Software may include Open Source Software. All Open Source Software is licensed to Customer in accordance with, and Customer agrees to abide by, the provisions of the standard license of the copyright owner and not the Software License Agreement. Upon request by Customer, Motorola will use commercially reasonable eff orts to determine whether any Open Source Software will be provided under this Agreement; and if so, identify the Open Source Software and provide to Customer a copy of the applicable standard license (or specify where that license may be found); and provi de to Customer a copy of 175174
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the Open Source Software source code if it is publicly available without charge (although a distribution fee or a charge for related services may be applicable
4.6. INTRINSICALLY SAFE EQUIPMENT. Customer must specifically identi fy any Equipment that is labeled intrinsically safe for use in hazardous environments.
4.7. If Customer purchases from Motorola additional equipment that becomes part of the same system as the initial Equipment, the additional equipment may be added to this Agreement and will be billed at the applicable rates after the warranty for that additional equipment expires. Upon reasonable request by Motorola, Customer will provide a complete serial and model number list of the Equipment to which the Services apply, which will be memorialized as Exhibit D.
4.8. All Equipment must be in good working order on the Effective Date or when additional equipment is added to the Agreement. Upon reasonable request by Motorola, Customer will provide a complete serial and model number list of the Equipment. Customer must promptly notify Motorola in writing when any Equipment is lost, damaged, stolen or taken out of service. Customer's obligation to pay Service fees for this Equipment will terminate at the end of the month in which Motorola receives the written notice.
4.9. If Equipment cannot, in Motorola's reasonable opinion, be properly or economically serviced for any reason, Motorola may modify the scope of Services related to that Equipment; remove that Equipment from the Agreement; or increase the price to Service that Equipment.
4.10. Customer must promptly notify Motorola of any Equipment failure. Motorola will respond to Customer's notification in a manner consistent with the level of Service purchased as indicated in this Agreement.
Section 5 EXCLUDED SERVICES
5.1 Service excludes the repair or replacement of Equipment that has become defective or damaged from use in other than the normal, customary, intended, and authorized manner; use not in compliance with applica ble industry standards; excessive wear and tear; or accident, liquids, power surges, neglect, acts of God or other force majeure events.
5.2 Unless specifically included in this Addendum, Service excludes items that are consumed in the normal operation of the Equipment, such as batteries or magnetic tapes.; upgrading or reprogramming Equipment; accessories, belt clips, battery chargers, custom or special products, modified units, or software; and repair or maintenance of any transmission line, antenna, mic rowave equipment, tower or tower lighting, duplexer, combiner, or multicoupler. Motorola has no obligations for any transmission medium, such as telephone lines, computer networks, the internet or the worldwide web, or for Equipment malfunction caused by the transmission medium.
Section 6 TIME AND PLACE OF SERVICE
Service will be provided at the location specified in this Agreement. When Motorola performs Service at Customer’s location, Customer will provide Motorola, at no charge, a non -hazardous work environment with adequate shelter, heat, light, and power and with full and free access to the Equipment. Waivers of liability from Motorola or its subcontractors will not be imposed as a site access requirement. Customer will provide all information per taining to the hardware and software elements of any system with which the Equipment is interfacing so that Motorola may perform its Services. Unless otherwise stated in this Agreement, the hours of Service will be 8:30 a.m. to 4.30 p.m., local time, excl uding weekends and holidays. Unless otherwise stated in this Agreement, the price for the Services exclude any charges or expenses associated with helicopter or other unusual access requirements; if these charges or expenses are reasonably incurred by Mot orola in rendering its Services, Customer agrees to reimburse Motorola for those charges and expenses.
Section 7 CONTRACT PRICE, PAYMENT AND INVOICING
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7.1 Customer affirms that execution of this Agreement is the only Notice to Proceed (“NTP”) that Motorola will receive for the term of this Agreement and that a purchase order or NTP is not required for contract performance and that sufficient funds have been appropriated in accordance with applicable law. Customer will pay all proper invoices as received from Motorola solely against this Agreement. Upon execution of this Agreement, Customer will provide all necessary reference information to include on invoices for payment per this Agreement.
7.2 CONTRACT PRICE. The Contract Price in U.S. dollars is $ __________. Contract Price includes the Equipment, Software and Services provided under this Agreement and as defined in the Exhibits, excluding applicable sales or similar taxes and freight charges. Any change to the quantities or scope defined in the Exhibits may affect the overall Contract Price.
7.3. INVOICING AND PAYMENT. Motorola will submit invoices to Customer in advance of each payment period, according to Exhibit C and Customer will make payments to Motorola within thirty (30) days after the dat e of each invoice. Invoices will be mailed or emailed to Customer pursuant to Section 7.3.1, Invoicing and Shipping Addresses. Customer will make payments when due in the form of a wire transfer, check, or cashier’s check from a U.S. financial institution . Overdue invoices will bear simple interest at the maximum allowable rate. For reference, the Federal Tax Identification Number for Motorola Solutions, Inc. is 36-1115800.
7.3.1. INVOICING AND SHIPPING ADDRESSES. Invoices will be sent to the Customer at the following address:
Name:______________________________________________________________________________ Address:_____________________________________________________________________________ Phone:______________________________________________________________________________
E-INVOICE. To receive invoices via email:
Customer Account Number:____________________________________________________________ Customer Accounts Payable Email:______________________________________________________ Customer CC(optional) Email: __________________________________________________________
The address which is the ultimate destination where the Equipment will be delivered to Customer is:
Name:______________________________________________________________________________ Address:_____________________________________________________________________________
The Equipment will be shipped to the Customer at the following address (insert if this information is known):
Name:______________________________________________________________________________ Address:_____________________________________________________________________________ Phone:______________________________________________________________________________
Customer may change this information by giving written notice to Motorola.
7.4 INFLATION ADJUSTMENT. After the end of the five year service period in this Agreement, if any, during the Term of this Agreement, if the change in the U.S. Department of Labor, Consumer Price Index, all Items, Unadjusted Urban Are as (CPI -U) annual index for each Contract year results in an increase of three percent (3%), the price for the following year’s services will increase by an incremental dollar amount per the following formula: Current year’s maintenance price * (actual c hange in the CPI – 3 percentage points). The successive year’s service will increase from this new baseline by the dollar amount as described in the Pricing Exhibit. This adjustment will be calculated 60 days prior to the 12 th/24th/36th, etc. anniversary of the end of the last service period in this Agreement. It will be calculated based upon the CPI for the most recent twelve month increments beginning from the most current month available as posted by the U.S. Department of Labor. The price adjustment would fix the price for the following 12 months. For purposes of illustration, if in year 5 the CPI reported an increase of 8%, Motorola may increase the Year 6 price by 5% (8%-3% base).
7.5 FREIGHT, TITLE AND RISK OF LOSS. Motorola will pre -pay and add all freight charges to the invoices.
Title and risk of loss to the Equipment will pass to Customer upon shipment. Title to the Software will not pass to 177176
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the Customer at any time. Motorola will pack and ship all Equipment in accordance with good com mercial practices.
Section 8 WARRANTY
8.1. SERVICE WARRANTY. Motorola warrants that is Services under this Agreement will be free of defects in materials and workmanship for a period of ninety (90) days from the date the performance of the Services are completed. In the event of a breach of this warranty, Customer’s sole remedy is to require Motorola to re -perform the non-conforming Service or to refund, on a pro-rata basis, the fees paid for the non-conforming Service.
8.2. EQUIPMENT WARRANTY. Moto rola warrants that the Equipment under normal use and service will be free from material defects in materials and workmanship for a period of ninety (90) days from the date of shipment.
8.3. MOTOROLA SOFTWARE WARRANTY. Unless otherwise stated in the Soft ware License Agreement, Motorola warrants the Motorola Software in accordance with the terms of the Software License Agreement and the provisions of this Section 8 that are applicable to the Motorola Software for a period of ninety (90) days from the date of successful installation of a software upgrade as described in Exhibit B-1.
8.4. EXCLUSIONS TO EQUIPMENT AND MOTOROLA SOFTWARE WARRANTIES. These warranties do not apply to: (i) defects or damage resulting from: use of the Equipment or Motorola Soft ware in other than its normal, customary, and authorized manner; accident, liquids, neglect, or acts of God; testing, maintenance, disassembly, repair, installation, alteration, modification, or adjustment not provided or authorized in writing by Motorola; Customer’s failure to comply with all applicable industry and OSHA standards; (ii) breakage of or damage to antennas unless caused directly by defects in material or workmanship; (iii) Equipment that has had the serial number removed or made illegible; (i v) batteries (because they carry their own separate limited warranty) or consumables; (v) freight costs to ship Equipment to the repair depot; (vi) scratches or other cosmetic damage to Equipment surfaces that does not affect the operation of the Equipment ; and (vii) normal or customary wear and tear.
8.5. WARRANTY CLAIMS. To assert a warranty claim, Customer must notify Motorola in writing of the claim before the expiration of the Warranty Period. Upon receipt of this notice, Motorola will investigate t he warranty claim. If this investigation confirms a valid warranty claim, Motorola will (at its option and at no additional charge to Customer) repair the defective Equipment or Motorola Software, replace it with the same or equivalent product, or refund the price of the defective Equipment or Motorola Software. That action will be the full extent of Motorola’s liability for the warranty claim. If this investigation indicates the warranty claim is not valid, then Motorola may invoice Customer for respond ing to the claim on a time and materials basis using Motorola’s then current labor rates. Repaired or replaced product is warranted for the balance of the original applicable warranty period. All replaced products or parts will become the property of Motorola.
8.6. ORIGINAL END USER IS COVERED. These express limited warranties are extended by Motorola to the original user purchasing the System for commercial, industrial, or governmental use only, and are not assignable or transferable.
8.7. DISCLAIMER OF OTHER WARRANTIES. THESE WARRANTIES ARE THE COMPLETE
WARRANTIES FOR THE EQUIPMENT AND MOTOROLA SOFTWARE PROVIDED UNDER THIS AGREEMENT AND ARE GIVEN IN LIEU OF ALL OTHER WARRANTIES. MOTOROLA DISCLAIMS ALL OTHER
WARRANTIES OR CONDITIONS, EXPRESS OR IMPL IED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE.
Section 9 DEFAULT AND TERMINATION
9.1 If either party defaults in the performance of this Agreement, the other party will give to the non - performing party a written and detailed notice of the default. The non -performing party will have thirty (30) days thereafter to provide a written plan to cure the default that is acceptable to the other party and begin implementing 178177
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the cure plan immediately after plan app roval. If the non -performing party fails to provide or implement the cure plan, then the injured party, in addition to any other rights available to it under law, may immediately terminate this Agreement effective upon giving written notice of termination to the defaulting party.
9.2. If a defaulting Party fails to cure the default as provided above in Section 9.1, unless otherwise agreed in writing, the non -defaulting Party may terminate any unfulfilled portion of this Agreement. In the event of termination for default, the defaulting Party will promptly return to the non -defaulting Party any of its Confidential Information. If Customer is the non -defaulting Party, terminates this Agreement as permitted by this Section, and completes the System through a third Party, Customer may as its exclusive remedy recover from Motorola reasonable costs incurred to complete the System to a capability not exceeding that specified in this Agreement less the unpaid portion of the Contract Price. Customer will mitigate damages and provide Motorola with detailed invoices substantiating the charges. In the event Customer elects to terminate this Agreement for any reason other than default, Customer shall pay Motorola for the conforming Equipment and/or Software delivered and all services performed.
9.3 If the Customer terminates this Agreement before the end of the ____ Term, for any reason other than Motorola default, then the Customer will reimburse Motorola for the amount of the multi -year discount realized by the Customer up to the date of termination, not to exceed ___ years. This is not a penalty, but a reconciliation of the price structure.
9.4. Lifecycle Management upgrade payment requirement. The Lifecycle Management service annualized price is based on th e fulfillment of the two year cycle. If Customer terminates this service during a two year cycle, except for Motorola’s default, then Customer will be required to pay for the balance of payments owed for the two year cycle if a major system release has been implemented before the point of termination.
Section 10 EXCLUSIVE TERMS AND CONDITIONS
10.1 This Agreement supersedes all prior and concurrent agreements and understandings between the parties, whether written or oral, related to these Services, and there are no agreements or representations concerning the subject matter of this Agreement except for those expressed herein. The Agreement may not be amended or modified except by a written agreement signed by authorized representatives of both parties.
10.2 Customer agrees to reference this Agreement on any purchase order issued in furtherance of this Agreement, however, an omission of the reference to this Agreement will not affect its applicability. In no event will either party be bound to any terms contained in a Customer purchase order, acknowledgement, or other writings unless: the purchase order, acknowledgement, or other writing specifically refers to this Agreement; and the purchase order, acknowledgement, or other writing is signed by authorized representatives of both parties.
Section 11 CONFIDENTIALITY AND PROPRIETARY RIGHTS
11.1. CONFIDENTIAL INFORMATION. During the term of this Agreement, the parties may provide each other with Confidential Information, and will notify the other in writi ng when any confidential information is provided.
Each party will: maintain the confidentiality of the other Party’s Confidential Information and not disclose it to any third party, except as authorized by the disclosing Party in writing or as required b y a court of competent jurisdiction; restrict disclosure of the Confidential Information to its employees who have a “need to know” and not copy or reproduce the Confidential Information; take necessary and appropriate precautions to guard the confidentiality of the Confidential Information, including informing its employees who handle the Confidential Information that it is confidential and is not to be disclosed to others, but these precautions will be at least the same degree of care that the receiving P arty applies to its own confidential information and will not be less than reasonable care; and use the Confidential Information only in furtherance of the performance of this Agreement.
Confidential Information is and will at all times remain the propert y of the disclosing Party, and not grant of any proprietary rights in the Confidential Information is given or intended, including any express or implied license, other than the limited right of the recipient to use the Confidential Information in the mann er and to the extent permitted by Alabama law and this Agreement.
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11.2. PRESERVATION OF MOTOROLA’S PROPRIETARY RIGHTS. Motorola, the third party manufacturer of any Equipment, and the copyright owner of any Non -Motorola Software own and retain all of their respective Proprietary Rights in the Equipment and Software, and nothing in this Agreement is intended to restrict their Proprietary Rights. All intellectual property developed, originated, or prepared by Motorola in connection with providing to Cus tomer the Equipment, Software, or related services remain vested exclusively in Motorola, and this Agreement does not grant to Customer any shared development rights of intellectual property. Except as explicitly provided in the Software License Agreement , Motorola does not grant to Customer, either directly or by implication, estoppel, or otherwise, any right, title or interest in Motorola’s Proprietary Rights. Customer will not modify, disassemble, peel components, decompile, otherwise reverse engineer or attempt to reverse engineer, derive source code or create derivative works from, adapt, translate, merge with other software, reproduce, distribute, sublicense, sell or export the Software, or permit or encourage any third party to do so. The preceding sentence does not apply to Open Source Software which is governed by the standard license of the copyright owner.
Section 12 INDEMNIFICATION
12.1. GENERAL INDEMNITY BY MOTOROLA. Motorola will indemnify and hold Customer harmless from any and all liability, expense, judgment, suit, cause of action, or demand for personal injury, death, or direct damage to tangible property which may accrue against Customer to the extent it is caused by the negligence of Motorola, its subcontractors, or their employees or agents, while performing their duties under this Agreement, if Customer gives Motorola prompt, written notice of any claim or suit. Customer will cooperate with Motorola in its defense or settlement of the claim or suit. This section sets forth the fu ll extent of Motorola’s general indemnification of Customer from liabilities that are in any way related to Motorola’s performance under this Agreement.
12.2. PATENT AND COPYRIGHT INFRINGEMENT.
12.2.1. Motorola will defend at its expense any suit broug ht against Customer to the extent it is based on a third - party claim alleging that the Equipment manufactured by Motorola or the Motorola Software (“Motorola Product”) directly infringes a United States patent or copyright (“Infringement Claim”). Motorola’ s duties to defend and indemnify are conditioned upon: Customer promptly notifying Motorola in writing of the Infringement Claim; Motorola having sole control of the defense of the suit and all negotiations for its settlement or compromise; and Customer providing to Motorola cooperation and, if requested by Motorola, reasonable assistance in the defense of the Infringement Claim. In addition to Motorola’s obligation to defend, and subject to the same conditions, Motorola will pay all damages finally awarde d against Customer by a court of competent jurisdiction for an Infringement Claim or agreed to, in writing, by Motorola in settlement of an Infringement Claim.
12.2.2. If an Infringement Claim occurs, or in Motorola's opinion is likely to occur, Motor ola may at its option and expense: (a) procure for Customer the right to continue using the Motorola Product; (b) replace or modify the Motorola Product so that it becomes non -infringing while providing functionally equivalent performance; or (c) accept the return of the Motorola Product and grant Customer a credit for the Motorola Product, less a reasonable charge for depreciation. The depreciation amount will be calculated based upon generally accepted accounting standards.
12.2.3. Motorola will have n o duty to defend or indemnify for any Infringement Claim that is based upon: (a) the combination of the Motorola Product with any software, apparatus or device not furnished by Motorola; (b) the use of ancillary equipment or software not furnished by Motorola and that is attached to or used in connection with the Motorola Product; (c) Motorola Product designed or manufactured in accordance with Customer’s designs, specifications, guidelines or instructions, if the alleged infringement would not have occurre d without such designs, specifications, guidelines or instructions; (d) a modification of the Motorola Product by a party other than Motorola; (e) use of the Motorola Product in a manner for which the Motorola Product was not designed or that is inconsistent with the terms of this Agreement; or (f) the failure by Customer to install an enhancement release to the Motorola Software that is intended to correct the claimed infringement. In no event will Motorola’s liability resulting from its indemnity obliga tion to Customer extend in any way to royalties payable on a per use basis or the Customer’s revenues, or any royalty basis other than a reasonable royalty based upon revenue derived by Motorola from Customer from sales or license of the infringing Motorola Product. 180179
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12.2.4. This Section 12 provides Customer’s sole and exclusive remedies and Motorola’s entire liability in the event of an Infringement Claim. Customer has no right to recover and Motorola has no obligation to provide any other or further re medies, whether under another provision of this Agreement or any other legal theory or principle, in connection with an Infringement Claim. In addition, the rights and remedies provided in this Section 12 are subject to and limited by the restrictions set forth in Section 13.
Section 13 LIMITATION OF LIABILITY
Except for personal injury or death, Motorola's total liability, whether for breach of contract, warranty, negligence, strict liability in tort, indemnification, or otherwise, will be limited to th e direct damages recoverable under law, but not to exceed the price of twelve (12) months of Services provided under this Agreement . ALTHOUGH THE
PARTIES ACKNOWLEDGE THE POSSIBILITY OF SUCH LOSSES OR DAMAGES, THEY AGREE THAT MOTOROLA WILL NOT BE LIABLE FOR ANY COMMERCIAL LOSS; INCONVENIENCE; LOSS OF USE, TIME, DATA, GOOD WILL, REVENUES, PROFITS OR SAVINGS; OR OTHER SPECIAL, INCIDENTAL, INDIRECT, OR
CONSEQUENTIAL DAMAGES IN ANY WAY RELATED TO OR ARISING FROM THIS AGREEMENT, THE SALE
OR USE OF THE EQUIPMENT OR SOFTWARE, OR THE PERFORMANCE OF SERVICES BY MOTOROLA PURSUANT TO THIS AGREEMENT. This limitation of liability provision survives the expiration or termination of the Agreement and applies notwithstanding any contrary provision. No action for contract breach or otherwise relating to the transactions contemplated by this Agreement may be brought more than one (1) year after the accrual of the cause of action, except for money due upon an open account.
Section 14 FCC LICENSES AND OTHER AUTHORIZATIONS
Customer is solely responsible for obtaining licenses or other authorizations required by the Federal Communications Commission or any other federal, state, or local government agency and for complying with all rules and regulations required by governmental agencies. Neither Motorola nor any of its employees is an agent or representative of Customer in FCC or other governmental matters.
Section 15 DISPUTES
The Parties will use the following procedure to address any dispute arising under this Agreement (a “Dispute”).
15.1. GOVERNING LAW. This Agreement is governed by the laws of the State in which the Services are performed.
15.2. NEGOTIATION. Either Party may initiate the Dispute resolution procedures by sending a notice of Dispute (“Notice of Dispu te”). The Parties will attempt to resolve the Dispute promptly through good faith negotiations including 1) timely escalation of the Dispute to executives who have authority to settle the Dispute and who are at a higher level of management than the person s with direct responsibility for the matter and 2) direct communication between the executives. If the Dispute has not been resolved within ten (10) days from the Notice of Dispute, the Parties will proceed to mediation.
15.3 MEDIATION. The Parties wi ll choose an independent mediator within thirty (30) days of a notice to mediate from either Party (“Notice of Mediation”). Neither Party may unreasonably withhold consent to the selection of a mediator. If the Parties are unable to agree upon a mediator , either Party may request that American Arbitration Association nominate a mediator. Each Party will bear its own costs of mediation, but the Parties will share the cost of the mediator equally. Each Party will participate in the mediation in good faith and will be represented at the mediation by a business executive with authority to settle the Dispute.
15.4. LITIGATION, VENUE and JURISDICTION. If a Dispute remains unresolved for sixty (60) days after receipt of the Notice of Mediation, either Party m ay then submit the Dispute to a court of competent jurisdiction in the state in which the System is installed. Each Party irrevocably agrees to submit to the exclusive jurisdiction of the courts in such state over any claim or matter arising under or in connection with this Agreement.
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15.5. CONFIDENTIALITY. All communications pursuant to subsections 11.2 and 11.3 will be treated as compromise and settlement negotiations for purposes of applicable rules of evidence and any additional confidentiality protections provided by applicable law. The use of these Dispute resolution procedures will not be construed under the doctrines of laches, waiver or estoppel to affect adversely the rights of either Party.
Section 16 GENERAL
16.1. TAXES. The Contract Pri ce does not include any excise, sales, lease, use, property, or other taxes, assessments or duties, all of which will be paid by Customer except as exempt by law. If Motorola is required to pay any of these taxes, Motorola will send an invoice to Customer and Customer will pay to Motorola the amount of the taxes (including any interest and penalties) within twenty (20) days after the date of the invoice. Customer will be solely responsible for reporting the Equipment for personal property tax purposes, an d Motorola will be solely responsible for reporting taxes on its income or net worth.
16.2. ASSIGNABILITY AND SUBCONTRACTING. Except as provided herein, neither Party may assign this Agreement or any of its rights or obligations hereunder without the pri or written consent of the other Party, which consent will not be unreasonably withheld. Any attempted assignment, delegation, or transfer without the necessary consent will be void. Notwithstanding the foregoing, Motorola may assign this Agreement to any of its affiliates or its right to receive payment without the prior consent of Customer. In addition, in the event Motorola separates one or more of its businesses (each a “Separated Business”), whether by way of a sale, establishment of a joint venture, spin-off or otherwise (each a “Separation Event”), Motorola may, without the prior written consent of the other Party and at no additional cost to Motorola, assign this Agreement such that it will continue to benefit the Separated Business and its affiliates (and Motorola and its affiliates, to the extent applicable) following the Separation Event. Motorola may subcontract any of the work, but subcontracting will not relieve Motorola of its duties under this Agreement.
16.3 WAIVER. Failure or delay by ei ther Party to exercise a right or power under this Agreement will not be a waiver of the right or power. For a waiver of a right or power to be effective, it must be in a writing signed by the waiving Party. An effective waiver of a right or power will n ot be construed as either a future or continuing waiver of that same right or power, or the waiver of any other right or power.
16.4. SEVERABILITY. If a court of competent jurisdiction renders any part of this Agreement invalid or unenforceable, that part will be severed and the remainder of this Agreement will continue in full force and effect.
16.5. INDEPENDENT CONTRACTORS. Each Party will perform its duties under this Agreement as an independent contractor. The Parties and their personnel will not b e considered to be employees or agents of the other Party. Nothing in this Agreement will be interpreted as granting either Party the right or authority to make commitments of any kind for the other. This Agreement will not constitute, create, or be inte rpreted as a joint venture, partnership or formal business organization of any kind.
16.6. HEADINGS AND SECTION REFERENCES. The section headings in this Agreement are inserted only for convenience and are not to be construed as part of this Agreement or as a limitation of the scope of the particular section to which the heading refers. This Agreement will be fairly interpreted in accordance with its terms and conditions and not for or against either Party.
16.7. ENTIRE AGREEMENT. This Agreement, includ ing all Exhibits, constitutes the entire agreement of the Parties regarding the subject matter of the Agreement and supersedes all previous agreements, proposals, and understandings, whether written or oral, relating to this subject matter. This Agreement may be executed in multiple counterparts, and shall have the same legal force and effect as if the Parties had executed it as a single document. The Parties may sign in writing, or by electronic signature, including by email. An electronic signature, or a facsimile copy or computer image, such as a PDF or tiff image, of a signature, shall be treated as and shall have the same effect as an original signature. In addition, an electronic signature, a true and correct facsimile copy or computer image of thi s Agreement shall be treated as and shall have the same effect as an original signed copy of this document. This Agreement may be amended or modified only by a written instrument signed by authorized representatives of both Parties. The preprinted terms and conditions found on any Customer 182181
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purchase order, acknowledgment or other form will not be considered an amendment or modification of this Agreement, even if a representative of each Party signs that document.
16.8 NOTICES. Notices required under this Agreement to be given by one Party to the other must be in writing and either personally delivered or sent to the address shown below by certified mail, return receipt requested and postage prepaid (or by a recognized courier service, such as Federal Expr ess, UPS, or DHL), or by facsimile with correct answerback received, and will be effective upon receipt:
Motorola Solutions, Inc. Customer
Attn: Motorola Law Dept Attn: ______________________________ Legal, Government Affairs & Corporate Communications __________________________________ 500 W Monroe, 43th Floor ___________________________________ Chicago, IL 60661 ___________________________________
16.9. COMPLIANCE WITH APPLICABLE LAWS. Each Party will comply with all applicable federal, state, and local laws, regulations and rules concerning the performance of this Agreement or use of the System. C ustomer will obtain and comply with all Federal Communications Commission (“FCC”) licenses and authorizations required for the installation, operation and use of the System before the scheduled installation of the Equipment. Although Motorola might assist Customer in the preparation of its FCC license a pplications, neither Motorola nor any of its employees is an agent or representative of Customer in FCC or other matters.
16.10. AUTHORITY TO EXECUTE AGREEMENT. Each Party represents that it has obtained all necessary approvals, consents and authorizat ions to enter into this Agreement and to perform its duties under this Agreement; the person executing this Agreement on its behalf has the authority to do so; upon execution and delivery of this Agreement by the Parties, it is a valid and binding contract , enforceable in accordance with its terms; and the execution, delivery, and performance of this Agreement does not violate any bylaw, charter, regulation, law or any other governing authority of the Party.
16.11. MATERIALS, TOOLS AND EQUIPMENT. All tool s, equipment, dies, gauges, models, drawings or other materials paid for and utilized by Motorola for the purpose of this Agreement will be and remain the sole property of Motorola. Customer will safeguard all such property while it is in Customer’s custo dy or control and return it to Motorola upon request. This property will be held by Customer for Motorola’s use without charge and may be removed from Customer’s premises by Motorola at any time without restriction.
16.12 FORCE MAJEURE. Neither Party will be liable for its non-performance or delayed performance if caused by a Force Majeure. A Party that becomes aware of a Force Majeure that will significantly delay performance will notify the other Party promptly (but in no event later than fifteen da ys) after it discovers the Force Majeure. If a Force Majeure occurs, the Parties will execute a change order to extend the Performance Schedule for a time period that is reasonable under the circumstances.
16.13 Customer will provide Motorola with designated points of contact (list of names and phone numbers) that will be available twenty-four (24) hours per day, seven (7) days per week, and an escalation procedure to enable Customer's personnel to maintain contact, as needed, with Motorola.
16.14. SURVIVAL OF TERMS. The following provisions will survive the expiration or termination of this Agreement for any reason: Section 4.3 (Motorola Software); Section 4.4 (Non -Motorola Software); if any payment obligations exist, Section 7 (Contract Price and Payme nt); Subsection 8.7 (Disclaimer of Implied Warranties); Section 11 (Disputes); Section 14 (Limitation of Liability); and Section 11 (Confidentiality and Proprietary Rights); and all of the General provisions in Section 16.
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The Parties hereby enter into this Agreement as of the Effective Date.
Motorola Solutions, Inc. Customer
By: ______________________________ By: ______________________________ Name: ___________________________ Name: ____________________________ Title: ____________________________ Title: _____________________________ Date: ____________________________ Date: ____________________________
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Exhibit A
Motorola Software License Agreement
This Exhibit A Motorola Software License Agreement ("Agreement" ) is between Motorola Solutions, Inc., (“Motorola"), and ______________________________________ (“Licensee”).
For good and valuable consideration, the parties agree as follows:
Section 1 DEFINITIONS
1.1 “Designated Products” means products provi ded by Motorola to Licensee with which or for which the Software and Documentation is licensed for use.
1.2 “Documentation” means product and software documentation that specifies technical and performance features and capabilities, and the user, ope ration and training manuals for the Software (including all physical or electronic media upon which such information is provided).
1.3 “Open Source Software” means software with either freely obtainable source code, license for modification, or permission for free distribution.
1.4 “Open Source Software License” means the terms or conditions under which the Open Source Software is licensed.
1.5 “Primary Agreement” means the agreement to which this exhibit is attached.
1.6 “Security Vulnerability” means a flaw or weakness in system security procedures, design, implementation, or internal controls that could be exercised (accidentally triggered or intentionally exploited) and result in a security breach such that data is compromised, manipulated or stolen or the system damaged.
1.7 “Software” (i) means proprietary software in object code format, and adaptations, translations, de - compilations, disassemblies, emulations, or derivative works of such software; (ii) means any modificati ons, enhancements, new versions and new releases of the software provided by Motorola; and (iii) may contain one or more items of software owned by a third party supplier. The term "Software" does not include any third party software provided under separate license or third party software not licensable under the terms of this Agreement.
Section 2 SCOPE
Motorola and Licensee enter into this Agreement in connection with Motorola's delivery of certain proprietary software or products containing embedded or pre-loaded proprietary software, or both. This Agreement contains the terms and conditions of the license Motorola is providing to Licensee, and Licensee’s use of the proprietary software and affiliated documentation.
Section 3 GRANT OF LICENSE
3.1. Subject to the provisions of this Agreement and the payment of applicable license fees, Motorola grants to Licensee a personal, limited, non -transferable (except as permitted in Section 7) and non -exclusive license under Motorola’s copyrights and Confidential Information (as defined in the Primary Agreement) embodied in the Software to use the Software, in object code form, and the Documentation solely in connection with Licensee's use of the Designated Products. This Agreement does not grant any rights to source code.
3.2. If the Software licensed under this Agreement contains or is derived from Open Source Software, the terms and conditions governing the use of such Open Source Software are in the Open Source Software Licenses of the copyright owner and not this Agreement. If there is a conflict between the terms and conditions of 185184
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this Agreement and the terms and conditions of the Open Source Software Licenses governing Licensee’s use of the Open Source Software, the terms and conditions of the license grant of the applicable Open Source Software Licenses will take precedence over the license grants in this Agreement. If requested by Licensee, Motorola will use commercially reasonable efforts to: (i) determine whether any Open Source Softwar e is provided under this Agreement; and (ii) identify the Open Source Software (or specify where that license may be found).
3.3 TO THE EXTENT, IF ANY, THAT THERE IS A SEPARATE LICENSE AGREEMENT PACKAGED WITH,
OR PROVIDED ELECTRONICALLY WITH, A PARTICUL AR PRODUCT THAT BECOMES EFFECTIVE ON AN
ACT OF ACCEPTANCE BY THE END USER, THEN THAT AGREEMENT SUPERSEDES THE SOFTWARE LICENSE AGREEMENT AS TO THE END USER OF EACH SUCH PRODUCT.
Section 4 LIMITATIONS ON USE
4.1. Licensee may use the Software o nly for Licensee's internal business purposes and only in accordance with the Documentation. Any other use of the Software is strictly prohibited. Without limiting the general nature of these restrictions, Licensee will not make the Software available fo r use by third parties on a "time sharing," "application service provider," or "service bureau" basis or for any other similar commercial rental or sharing arrangement.
4.2. Licensee will not, and will not allow or enable any third party to: (i) rever se engineer, disassemble, peel components, decompile, reprogram or otherwise reduce the Software or any portion to a human perceptible form or otherwise attempt to recreate the source code; (ii) modify, adapt, create derivative works of, or merge the Software; (iii) copy, reproduce, distribute, lend, or lease the Software or Documentation to any third party, grant any sublicense or other rights in the Software or Documentation to any third party, or take any action that would cause the Software or Documenta tion to be placed in the public domain; (iv) remove, or in any way alter or obscure, any copyright notice or other notice of Motorola's proprietary rights; (v) provide, copy, transmit, disclose, divulge or make the Software or Documentation available to, o r permit the use of the Software by any third party or on any machine except as expressly authorized by this Agreement; or (vi) use, or permit the use of, the Software in a manner that would result in the production of a copy of the Software solely by acti vating a machine containing the Software. Licensee may make one copy of Software to be used solely for archival, back -up, or disaster recovery purposes; provided that Licensee may not operate that copy of the Software at the same time as the original Soft ware is being operated. Licensee may make as many copies of the Documentation as it may reasonably require for the internal use of the Software.
4.3. Unless otherwise authorized by Motorola in writing, Licensee will not, and will not enable or allow any third party to: (i) install a licensed copy of the Software on more than one unit of a Designated Product; or (ii) copy onto or transfer Software installed in one unit of a Designated Product onto one other device. Licensee may temporarily transfer So ftware installed on a Designated Product to another device if the Designated Product is inoperable or malfunctioning, if Licensee provides written notice to Motorola of the temporary transfer and identifies the device on which the Software is transferred. Temporary transfer of the Software to another device must be discontinued when the original Designated Product is returned to operation and the Software must be removed from the other device. Licensee must provide prompt written notice to Motorola at the time temporary transfer is discontinued.
4.4 Licensee will maintain, during the term of this Agreement and for a period of two years thereafter, accurate records relating to this license grant to verify compliance with this Agreement. Motorola or an independent third party (“Auditor”) may inspect Licensee’s premises, books and records, upon reasonable prior notice to Licensee, during Licensee’s normal business hours and subject to Licensee's facility and security regulations. Motorola is responsible fo r the payment of all expenses and costs of the Auditor. Any information obtained by Motorola and the Auditor will be kept in strict confidence by Motorola and the Auditor and used solely for the purpose of verifying Licensee's compliance with the terms of this Agreement.
Section 5 OWNERSHIP AND TITLE
Motorola, its licensors, and its suppliers retain all of their proprietary rights in any form in and to the Software and 186185
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Documentation, including, but not limited to, all rights in patents, patent applicatio ns, inventions, copyrights, trademarks, trade secrets, trade names, and other proprietary rights in or relating to the Software and Documentation (including any corrections, bug fixes, enhancements, updates, modifications, adaptations, translations, de -compilations, disassemblies, emulations to or derivative works from the Software or Documentation, whether made by Motorola or another party, or any improvements that result from Motorola’s processes or, provision of information services). No rights are gran ted to Licensee under this Agreement by implication, estoppel or otherwise, except for those rights which are expressly granted to Licensee in this Agreement. All intellectual property developed, originated, or prepared by Motorola in connection with prov iding the Software, Designated Products, Documentation or related services, remains vested exclusively in Motorola, and Licensee will not have any shared development or other intellectual property rights.
Section 6 LIMITED WARRANTY; DISCLAIMER OF WARRANTY
6.1. Unless otherwise stated in the Primary Agreement, the commencement date and the term of the Software warranty will be a period of ninety (90) days from Motorola's shipment of the Software (the "Warranty Period"). If Licensee is not in bre ach of any of its obligations under this Agreement, Motorola warrants that the unmodified Software, when used properly and in accordance with the Documentation and this Agreement, will be free from a reproducible defect that eliminates the functionality or successful operation of a feature critical to the primary functionality or successful operation of the Software. Whether a defect occurs will be determined by Motorola solely with reference to the Documentation. Motorola does not warrant that Licensee’s use of the Software or the Designated Products will be uninterrupted, error -free, completely free of Security Vulnerabilities, or that the Software or the Designated Products will meet Licensee’s particular requirements. Motorola makes no representations or warranties with respect to any third party software included in the Software. Notwithstanding, any warranty provided by a copyright owner in its standard license terms will flow through to Licensee for third party software provided by Motorola.
6.2 Motorola’s sole obligation to Licensee and Licensee’s exclusive remedy under this warranty is to use reasonable efforts to remedy any material Software defect covered by this warranty. These efforts will involve either replacing the media or attemptin g to correct significant, demonstrable program or documentation errors or Security Vulnerabilities. If Motorola cannot correct the defect within a reasonable time, then at Motorola’s option, Motorola will replace the defective Software with functionally -equivalent Software, license to Licensee substitute Software which will accomplish the same objective, or terminate the license and refund the Licensee’s paid license fee.
6.3. Warranty claims are described in the Primary Agreement.
6.4. The express warranties set forth in this Section 6 are in lieu of, and Motorola disclaims, any and all other warranties (express or implied, oral or written) with respect to the Software or Documentation, including, without limitation, any and all implied warrantie s of condition, title, non -infringement, merchantability, or fitness for a particular purpose or use by Licensee (whether or not Motorola knows, has reason to know, has been advised, or is otherwise aware of any such purpose or use), whether arising by law, by reason of custom or usage of trade, or by course of dealing. In addition, Motorola disclaims any warranty to any person other than Licensee with respect to the Software or Documentation.
Section 7 TRANSFERS
Licensee will not transfer the So ftware or Documentation to any third party without Motorola's prior written consent. Motorola’s consent may be withheld at its discretion and may be conditioned upon transferee paying all applicable license fees and agreeing to be bound by this Agreement. If the Designated Products are Motorola's radio products and Licensee transfers ownership of the Motorola radio products to a third party, Licensee may assign its right to use the Software (other than CPS and Motorola's FLASHport® software) which is embed ded in or furnished for use with the radio products and the related Documentation; provided that Licensee transfers all copies of the Software and Documentation to the transferee, and Licensee and the transferee sign a transfer form to be provided by Motorola upon request, obligating the transferee to be bound by this Agreement. 187186
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Section 8 TERM AND TERMINATION
8.1 Licensee’s right to use the Software and Documentation will begin when the Primary Agreement is signed by both parties and will cont inue for the life of the Designated Products with which or for which the Software and Documentation have been provided by Motorola, unless Licensee breaches this Agreement, in which case this Agreement and Licensee's right to use the Software and Documenta tion may be terminated immediately upon notice by Motorola.
8.2 Within thirty (30) days after termination of this Agreement, Licensee must certify in writing to Motorola that all copies of the Software have been removed or deleted from the Designate d Products and that all copies of the Software and Documentation have been returned to Motorola or destroyed by Licensee and are no longer in use by Licensee.
8.3 Licensee acknowledges that Motorola made a considerable investment of resources in the d evelopment, marketing, and distribution of the Software and Documentation and that Licensee's breach of this Agreement will result in irreparable harm to Motorola for which monetary damages would be inadequate. If Licensee breaches this Agreement, Motorol a may terminate this Agreement and be entitled to all available remedies at law or in equity (including immediate injunctive relief and repossession of all non -embedded Software and associated Documentation unless Licensee is a Federal agency of the United States Government).
Section 9 Commercial Computer Software
9.1 This Section 9 only applies to U.S. Government end users. The Software, Documentation and updates are commercial items as that term is defined at 48 C.F.R. Part 2.101, consisting of “commercial computer software” and “computer software documentation” as such terms are defined in 48 C.F.R. Part 252.227 -7014(a)(1) and 48 C.F.R. Part 252.227-7014(a)(5), and used in 48 C.F.R. Part 12.212 and 48 C.F.R. Part 227.7202, as applicable.
Consistent with 48 C.F.R. Part 12.212, 48 C.F.R. Part 252.227 -7015, 48 C.F.R. Part 227.7202 -1 through 227.7202-4, 48 C.F.R. Part 52.227 -19, and other relevant sections of the Code of Federal Regulations, as applicable, the Software, Documentation and Updates are distributed and licensed to U.S. Government end users: (i) only as commercial items, and (ii) with only those rights as are granted to all other end users pursuant to the terms and conditions contained herein.
9.2 If Licensee is licensing Software for end use by the United States Government or a United States Government agency, Licensee may transfer such Software license, but only if: (i) Licensee transfers all copies of such Software and Documentation to such United States Government entity or interim transferee, and (ii) Licensee has first obtained from the transferee (if applicable) and ultimate end user an enforceable end user license agreement containing restrictions substantially identical to the ones contained in this Agreement. Except as stated in the foregoing, Licensee and any transferee(s) authorized by this subsection 9.2 may not otherwise use or transfer or make available any Motorola software to any third party nor permit any party to do so.
Section 10 CONFIDENTIALITY
Licensee acknowl edges that the Software and Documentation contain Motorola’s valuable proprietary and Confidential Information and are Motorola’s trade secrets, and that the provisions in the Primary Agreement concerning Confidential Information apply.
Section 11 LIMITATION OF LIABILITY
The Limitation of Liability provision is described in the Primary Agreement.
Section 12 NOTICES
Notices are described in the Primary Agreement.
Section 13 GENERAL
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Motorola Solutions
13.1. COPYRIGHT NOTICES. The existence of a copyright noti ce on the Software will not be construed as an admission or presumption of publication of the Software or public disclosure of any trade secrets associated with the Software.
13.2. COMPLIANCE WITH LAWS. Licensee acknowledges that the Software is subjec t to the laws and regulations of the United States and Licensee will comply with all applicable laws and regulations, including export laws and regulations of the United States. Licensee will not, without the prior authorization of Motorola and the appropriate governmental authority of the United States, in any form export or re -export, sell or resell, ship or reship, or divert, through direct or indirect means, any item or technical data or direct or indirect products sold or otherwise furnished to any pe rson within any territory for which the United States Government or any of its agencies at the time of the action, requires an export license or other governmental approval. Violation of this provision is a material breach of this Agreement.
13.3 FUTURE REGULATORY REQUIREMENTS. The Parties acknowledge and agree that this is an evolving technological area and therefore, laws and regulations regarding Services and use of Solution may change.
Changes to existing Services or the Solution required to achiev e regulatory compliance may be available for an additional fee. Any required changes may also impact the price for Services.
13.4. ASSIGNMENTS AND SUBCONTRACTING. Motorola may assign its rights or subcontract its obligations under this Agreement, or e ncumber or sell its rights in any Software, without prior notice to or consent of Licensee.
13.5. GOVERNING LAW. This Agreement is governed by the laws of the United States to the extent that they apply and otherwise by the internal substantive laws of the State to which the Software is shipped if Licensee is a sovereign government entity, or the internal substantive laws of the State of Illinois if Licensee is not a sovereign government entity. The terms of the U.N. Convention on Contracts for the Int ernational Sale of Goods do not apply. In the event that the Uniform Computer Information Transaction Act, any version of this Act, or a substantially similar law (collectively "UCITA") becomes applicable to a party's performance under this Agreement, UCITA does not govern any aspect of this Agreement or any license granted under this Agreement, or any of the parties' rights or obligations under this Agreement. The governing law will be that in effect prior to the applicability of UCITA.
13.6. THIRD PARTY BENEFICIARIES. This Agreement is entered into solely for the benefit of Motorola and Licensee. No third party has the right to make any claim or assert any right under this Agreement, and no third party is deemed a beneficiary of this Agreement. Not withstanding the foregoing, any licensor or supplier of third party software included in the Software will be a direct and intended third party beneficiary of this Agreement.
13.7. SURVIVAL. Sections 4, 5, 6.4, 7, 8, 9, 10, 11 and 13 survive the termination of this Agreement.
13.8. ORDER OF PRECEDENCE. In the event of inconsistencies between this Exhibit and the Primary Agreement, the parties agree that this Exhibit prevails, only with respect to the specific subject matter of this Exhibit, and not the Primary Agreement or any other exhibit as it applies to any other subject matter.
13.9. SECURITY. Motorola uses reasonable means in the design and writing of its own Software and the acquisition of third party Software to limit Security Vulnerabilities. While no software can be guaranteed to be free from Security Vulnerabilities, if a Security Vulnerability is discovered, Motorola will take the steps set forth in Section 6 of this Agreement.
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Motorola Solutions
Exhibit C
Payment Schedule
Except for a payment that is due on the Effective Date, Customer will make payments to Motorola within thirty (30) days after the date of each invoice. Customer will make payments when due in the form of a check, cashier’s check, or wire transfer drawn on a U.S. financial institution. If Customer has purchased additional Professional or Subscription services, payment will be in accordance with the applicable addenda. Payment for the System purchase will be in accordance with the following milestones.
System Purchase (excluding Subscribers, if applicable)
1. 25% of the Contract Price due upon contract execution (due upon effective date);
2. 60% of the Contract Price due upon shipment of equipment from Staging;
3. 10% of the Contract Price due upon installation of equipment; and
4. 5% of the Contract Price due upon Final Acceptance.
If Subscribers are purchased, 100% of the Subscriber Contract Price will be invoiced upon shipment (as shipped).
Motorola shall make partial shipments of equipment and will request payment upon shipment of such equipment. In addition, Motorola shall invoice for installations completed on a site -by-site basis or when professional services are completed, when applicable. The value of the equipment shipped/services per formed will be determined by the value shipped/services performed as a percentage of the total milestone value. Unless otherwise specified, contract discounts are based upon all items proposed and overall system package. For invoicing purposes only, disc ounts will be applied proportionately to the FNE and Subscriber equipment values to total contract price. Overdue invoices will bear simple interest at the maximum allowable rate by state law.
For Lifecycle Support Plan and Subscription Based Services:
Motorola will invoice Customer annually in advance of each year of the plan.
The chart below outlines the hourly labor rates for Motorola System Integration resources to be used. The staffing requireme nts shall be multiplied by the appropriate rate per resource in the table below. The hourly labor rates are fully burdened. The hourly rates per resource type and level are listed in Table 1.
These rates apply to ordinary days and times (Monday to Friday during the hours 8am to 5pm). Additional surcharges may apply to work done outside these timeframes. The minimum charge for any resource will be 4 hours. Travel expenses are not included in these rates and may be charged separately. The qualifications of each type and level of resource are defined in the tables found at https://www.motorolasolutions.com/content/dam/msi/secure/services/labor-rates-exhibit-160408.pdf. All Motorola System Integration personnel assigned to this project will be classified according these levels. Project Administrative roles are varied and their specific duties and qualifications will be determined by the complexity and requirements of each project. 190189
City Council
Staff Report
Subject:
Los Cerros Phase 1A Public Landscape Improvements Notice of Completion
Date:
November 14, 2023
Submitted By:
David Mohlenbrok, Director of Community Development
Lynn Toth, Associate Civil Engineer
Department:
Community Development
Recommendation:
Adopt a Resolution of the City Council of the City of Rocklin Accepting the Public Work Known as Los Cerros Phase 1A Subdivision Improvements Public Landscape (SD-2013-09), Approving the Notice of Completion Thereof, and Authorizing and Directing the Execution and Recordation of Said Notice on Behalf of the City (Toll West Coast, LLC).
Background:
This project is accessed off Argonaut Avenue, and is located at the northerly terminus of Hillside Drive, on Skyline Drive and Whitney Vista Lane (see Attachment 3 for a location map).
The Los Cerros Phase 1A project consists of 56 residential lots and two (2) open space lots.
The tentative subdivision map for Los Cerros (SD-2013-09) was approved by the City Council on February 24, 2015 per Resolution No. 2015-64. The subdivision has been developed in phases and on April 24, 2018, the City Council approved the Final Map for Los Cerros Phase 1A Subdivision (recorded in Book EE of Maps, at Page 12 in the Office of the Recorder of Placer County) and authorized the execution of a Subdivision Landscape Agreement (Resolution No. 2018-82). The agreement required the developer, Los Cerros Community, LP, to construct certain improvements that are specified to be dedicated to the City, including the subdivision’s public landscape on Hillside Drive, and on Open Space Lots A and B shown in Exhibit “1” of the Notice of Completion.
Toll West Coast, LLC acquired the project and has completed the improvements and will maintain a warranty bond for a period of one (1) year from the date the City accepts the improvements. The attached resolution and subsequent recordation of the Notice of Completion will allow the City to begin maintenance of the landscape improvements within Hillside Drive and Open Space lots A and B within Phase 1A of the subdivision.
Item Number 2J.
191190
Fiscal Impact:
The Los Cerros Phase 1A landscape improvements will be maintained by the City, funded through Community Facilities District No. 5.
ATTACHMENTS:
1. Resolution with Exhibit A
2. Resolution - Exhibit 1
3. Vicinity and Location Map-Los Cerros
192191
Reso No.
RESOLUTION NO. 2023-
RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF ROCKLIN ACCEPTING THE PUBLIC WORK KNOWN
AS LOS CERROS PHASE 1A SUBDIVISION IMPROVEMENTS
PUBLIC LANDSCAPE (SD-2013-09)
APPROVING THE NOTICE OF COMPLETION THEREOF, AND AUTHORIZING
AND DIRECTING THE EXECUTION AND RECORDATION OF
SAID NOTICE ON BEHALF OF THE CITY
(Toll West Coast, LLC)
The City Council of the City of Rocklin does resolve as follows:
Section 1. The attached Notice of Completion (“Notice”) relative to that public work known as Los Cerros Phase 1A Subdivision Improvements, Public Landscape (SD-2013-09), attached hereto and incorporated herein as Exhibit “A” which consists of landscape within Open Space Lots A and B and a drive as identified in Exhibit “1” of the Notice, is hereby approved and the public work accepted.
Section 2. The City Engineer is authorized and directed to execute said Notice on behalf of the City of Rocklin.
Section 3. The City Clerk is authorized and directed to record said Notice in the Office of the Placer County Recorder when fully executed and notarized and within ten (10) days of Council approval.
PASSED AND ADOPTED this 14th day of November, 2023, by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
ABSTAIN: Councilmembers:
___________________________
Ken Broadway, Mayor
ATTEST:
__________________________
Haley Reid, Acting City Clerk
193192
To Reso No.
Exhibit “A”
Notice of Completion
194193
Attachment to
Reso. No.
Recording Requested by and Return to:
City Clerk
City of Rocklin
3970 Rocklin Road
Rocklin, CA 95677
No Fee Per Gov’t Code § 27383
No Documentary Transfer Tax-$0- Space above this line for Recorder’s use Per Rev. & Tax Code § 11922
NOTICE OF COMPLETION
On February 24, 2015, the City Council of the City of Rocklin, located at 3970 Rocklin Road, Rocklin, California, approved the tentative map for Los Cerros (SD-2013-09, City Council Resolution 2015-64) and a condition of said map was the construction of public improvements. The subdivision has been developed in phases and on April 24, 2018, the City Council approved the Final Map for Los Cerros Phase 1A (Resolution No. 2018-81) and said map was recorded in the office of the Placer County Recorder on the 14 th day of May, 2018 in Book EE of Maps, Page 12.
The subdivider irrevocably offered to dedicate the streets and open space lots A and B located in the Los Cerros subdivision on Phase 1A final map, to the City of Rocklin for public purposes.
A condition of approval of the tentative map was the construction of landscape improvements.
NOTICE IS HEREBY GIVEN that the public work known as Los Cerros Phase 1A Public Landscape (SD-2013-09) is complete. The location of said project is indicated on the map attached hereto as Exhibit “1”. The Developer of said project was Toll West Coast, LLC. The surety on said project was Western Surety Company. The date of completion was September 15, 2023.
On November 14, 2023, the City Council of the City of Rocklin passed and adopted Resolution 2023-_____, which is incorporated herein by reference in its entirety, approving and accepting the above referenced public work and authorizing the recording of this Notice of Completion.
I, Hunter Young, being first duly sworn, depose and say: I am the City Engineer of the City of Rocklin, a general law city in the State of California, owner of the property described in the above Notice of Completion. I am duly authorized to make this verification for and on behalf of the City of Rocklin. I have read the Notice of Completion, and know its contents and the facts stated therein are true.
[Signatures on next page]
195194
Attachment to
Reso. No.
ATTEST:
________________________
Haley Reid, Acting City Clerk
City of Rocklin
______________________________________________
Hunter Young,
City Engineer - City of Rocklin – Owner of the Public
Work Improvements – Los Cerros Phase 1A (SD-2013-
09)
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
Date: Signature:__________________________________
Hunter Young, City Engineer, City of Rocklin
196195
EXHIBIT “1”
NOTICE OF COMPLETION
ACCEPTING THE PUBLIC WORK KNOWN AS
LOS CERROS PHASE 1A PUBLIC LANDSCAPE
(SD-2013-09)
197196
CITY NOTARY ACKNOWLEDGEMENT INSERTED HERE
198197
199198
200199
201200
City Council
Staff Report
Subject:
Resolution of Intention to Order the Vacation of a Public Street - Yankee Hill Road
Date:
November 14, 2023
Submitted By:
David Mohlenbrok, Director of Community Development
Lynn Toth, Associate Civil Engineer
Department:
Community Development
Recommendation:
Adopt a Resolution of the City Council of the City of Rocklin of Intention to Order the Vacation of a Public Street and Setting a Public Hearing Thereon (Yankee Hill Road).
Background:
Yankee Hill Road today exists from Pacific Street in a southerly direction to a dead-end barrier at Antelope Creek and the westbound Union Pacific Railroad (UPRR) line (a location map and diagrams depicting the portion of Yankee Hill Road proposed to be abandoned are included as Attachment 3). Historically, Yankee Hill Road was planned to be built north of the westbound UPRR line but this section of roadway has not been used for public access for many years, and there are no anticipated future needs for its use as a public roadway. The City Council ordered summary vacations of portions of the northerly sections of the roadway in 1986 and 2003 pursuant to City Council Resolutions No. 86-150 and No. 2003-127, respectively, and those portions of roadway are now abandoned. This last remainder of roadway that requires abandonment lies between the eastbound and westbound tracks of UPRR.
In 2017, PG&E proposed to expand their gas facility regulator station at 3700 Independence Place at the west end of the Yankee Hill Estates Subdivision. At that time, a Resolution of Intent to Vacate the Yankee Hill Road was approved by the City Council (Resolution No. 2017- 96). Subsequent to that hearing, PG&E made requests regarding the limits of retaining the public utility easement, with respect to their proposed facilities, so the final action to vacate the street was delayed, until such a time that CNA Engineering, developers of “Yankee Hill Road Property Tentative Map” applied for the road vacation. The PG&E regulator station was ultimately constructed in 2018-2019.
A portion of the roadway adjacent to Independence Place will be retained in order to provide access to an undeveloped parcel west of Yankee Hill Estates, approved by Planning Commission Resolution No. 2022-12, as “Yankee Hill Road Property Tentative Map” on April 5, 2022. The City will also reserve a public utility easement within that portion of the road right- Item Number 2K.
202201
of-way proposed to be abandoned, due to the existence of several utilities located within the old roadway area.
Fiscal Impact:
There is no fiscal impact associated with vacating the public road, as the processing of the documents and public notices is covered by the application fee paid for by the applicant, CNA Engineering.
ATTACHMENTS:
1. Resolution
2. Resolution Exhibits A & B - Right of Way Vacation
3. Location Map
203202
RESOLUTION NO. 2023-
RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF ROCKLIN OF INTENTION TO ORDER THE VACATION
OF A PUBLIC STREET AND
SETTING A PUBLIC HEARING THEREON
(Yankee Hill Road)
The City Council of the City of Rocklin does resolve as follows:
Section 1. Pursuant to the Public Streets, Highways and Service Easement Vacation Law (Sts. & Hy. Code §8300 et seq.), the City Council of the City of Rocklin does hereby declare its intent to vacate that public street, as shown and described in Exhibits A and B, attached hereto and by this reference incorporated herein, subject to the following reservation and exception:
a. A public utility easement shall be retained along with all other existing public and private easements.
Section 2. A public hearing on this matter shall be held at 6:00 p.m. on December 12, 2023, at the Rocklin City Council Chambers, 3970 Rocklin Road, Rocklin, California.
Section 3. The City Clerk shall cause a notice of the date, hour and place of the hearing on this Resolution of Intention to be published at least once a week for two successive weeks in the Placer Herald, a newspaper of general circulation within the City of Rocklin, and shall mail, by certified mail, a copy of this Resolution of Intention to all public bodies and public utility companies who have requested notice of vacation proceedings under Streets and Highways Code section 8346.
Section 4. Not less than two weeks before the date set for public hearing, the City Clerk shall cause notice of the intended vacation to be posted along the street proposed to be vacated. The notice shall refer to the passage of the Resolution, the day, hour and place set for hearing and shall describe the street proposed to be vacated. Notices shall be posted not more than 300 feet apart, or as otherwise provided in Streets and Highways Code section 8323, and at least three notices shall be posted.
204203
Reso No.
PASSED AND ADOPTED this 14th day of November, 2023, by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
ABSTAIN: Councilmembers:
___________________________
Ken Broadway, Mayor
ATTEST:
__________________________
Haley Reid, Acting City Clerk
205204
To Reso No.
Exhibits A and B
(Legal Description and Plat of Street)
206205
207206
207207
208208
OWNERS:
HOWE
NORMAN
APN:
010-010-044
.
209209
Road Abandonment Vicinity Map
210210
211211
Road Abandonment Location
212212
City Council
Staff Report
Subject:
Uniform Services with Cintas Corporation
Date:
November 14, 2023
Submitted By:
Justin Nartker, Director of Public Services
Department:
Public Services
Recommendation:
Adopt a Resolution of the City Council of the City of Rocklin Approving a Purchase Agreement with Cintas Corporation for Uniform Services, and Authorizing the City Manager to Execute the Agreement.
Background:
The City of Rocklin provides work uniforms to selected job classifications as described in Article 27, Paragraph I of the Memorandum of Understanding for the AFSCME Public Service Employees.
Staff recommends the City enter into a three (3) year agreement with the current uniform provider, Cintas Corporation (Cintas), to provide continuity in pricing and services. Cintas is responsive to the City’s needs and provides excellent customer service. The terms and pricing were obtained through cooperative purchasing (piggybacking) on the University of Nebraska Contract 001299 (Attachment 2) and is allowed under Rocklin Municipal Code Section
3.04.090 subsections C-Cooperative purchasing/procurement and D-Piggyback purchasing.
The yearly cost is $24,297 (rounded) for a three (3) year total of $72,891 (rounded). All qualifying charges (new uniform costs, rental, laundering, etc.) are included in personnel costs and any miscellaneous expenses are charged to the applicable fund and specific division. This contract is based on the current number of employees whose job titles are identified under the MOU and allows for the addition/deletion of uniforms to the City’s inventory by the City Manager or her/his Designee as necessary.
Fiscal Impact:
Uniform services are paid for by various funds; and sufficient dollars are budgeted and available in each of the funds to support the staff recommendation.
Item Number 2L.
ATTACHMENTS:
1. Resolution
2. Master Agreement
213213
Reso. No. 2023-
RESOLUTION NO. 2023-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROCKLIN
APPROVING A PURCHASE AGREEMENT WITH CINTAS CORPORATION FOR UNIFORM SERVICES,
AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE AGREEMENT
WHEREAS, City of Rocklin provides work uniforms to selected job classifications as described in Article 27, Paragraph I of the Memorandum of Understanding for the AFSCME Public Service Employees; and
WHEREAS, Staff has determined that it is in the City’s best interest to use the University of Nebraska Master Agreement, 001299, for uniform services, to obtain competitively solicited price for the services; and
WHEREAS, Rocklin Municipal Code Section 3.04.090 section C -Cooperative purchasing/procurement and D -Piggyback purchasing allows the City to enter into cooperative purchasing and/or piggyback purchasing without separate competitive bidding by the City; and
WHEREAS, in accordance with the University of Nebraska Master Agreement with Cintas Corporation, the City received a quote from Cintas Corporation for the purchase of uniform services for a three- year term, in a total amount of $72,891 (rounded); and
WHEREAS, staff have requested the City Council authorize the City Manager to amend the contract to reflect changes in the City’s uniform inventory, as needed, and to the extent funds have bee appropriated for such services.
NOW, THEREFORE, the City Council of the City of Rocklin does resolve as follows:
Section 1. The City Council of the City of Rocklin hereby approves the uniform services agreement with Cintas Corporation for a three (3) year term in an amount not to exceed $7 2,891, in substantially the form attached hereto as Exhibit “A”. The City Manager is authorized to execute the agreement on behalf of the City.
Section 2. The City Manager or her designee, is authorized to add/delete uniforms in the City’s inventory under the purchase agreement with Cintas Corporation, to the extent funds for the services have been appropriated.
214214
Reso. No. 2023-
PASSED AND ADOPTED this 14th day of November, 2023, by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
ABSTAIN: Councilmembers:
Ken Broadway, Mayor
ATTEST:
Haley Reid, Acting City Clerk
215215
CINTAS SERVICE PROGRAM OVERVIEW: WHY CHOOSE CINTAS:
Item Inventory Unit Cost # of EmployeesTotal Item Inventory Unit Cost# of EmployeesTotal Comfort Shirt X935 LS 21 $0.180 1 3.78$ Lm/Yw Shirt CL-2 X65386 LS 44 $0.890 1 39.16$ Comfort Shirt X935 SS 56 $0.180 1 10.08$ Carhart 5 PKT JN 44 $0.400 1 17.60$ Cotton Work Shirt X330 22 $0.260 1 5.72$
Cargo Pant X270 39 $0.380 1 14.82$ -$
Carhartt Pant X383 21 $0.460 1 9.66$ PA=Prep Advantage (Optional) 88 $0.060 1 5.28$ Carhartt 5 Pocket X381 11 $0.400 1 4.40$ EA=Emblem Advantage (Optional)44 $0.090 1 3.96$ Carhartt Carp JN X382 17 $0.400 1 6.80$ Weekly 66.00$ Comfort Pant X945 11 $0.210 1 2.31$
-$
PA=Prep Advantage (Optional) 198 0.06$ 1 11.88$ Item Inventory Unit Cost# of EmployeesTotal EA=Emblem Advantage (Optional) 99 0.09$ 1 8.91$ Comfort Shirt X935 44 $0.180 1 7.92$ Weekly 78.36$ Cintas Confort Pant X945 44 $0.210 1 9.24$ -$
-$
Item Inventory Unit Cost # of EmployeesTotal PA=Prep Advantage (Optional) 88 $0.060 1 5.28$ Lm/Yw Shirt CL-2 X65386 LS 77 $0.890 1 68.53$ EA=Emblem Advantage (Optional)44 $0.090 1 3.96$ Carhart 5 PKT JN X381 77 $0.400 1 30.80$ Weekly 26.40$ -$
PA=Prep Advantage (Optional) 154 $0.060 1 9.24$
EA=Emblem Advantage (Optional) 77 $0.090 1 6.93$ Item Inventory Unit Cost# of EmployeesTotal Weekly 115.50$ Comfort Shirt X935 66 $0.180 1 11.88$ Carhart 5 PKT JN X381 44 $0.400 1 17.60$
Comfort Pant X945 22 $0.210 1 4.62$
Item Inventory Unit Cost # of EmployeesTotal -$
Lm/Yw Shirt CL-2 X65386 LS 66 $0.890 1 58.74$ -$
Carhartt Carp JN X382 66 $0.400 1 26.40$ PA=Prep Advantage (Optional) 132 $0.060 1 7.92$ -$ EA=Emblem Advantage (Optional)66 $0.090 1 5.94$ -$ Weekly 47.96$
PA=Prep Advantage (Optional) 132 $0.060 1 7.92$
EA=Emblem Advantage (Optional) 66 $0.090 1 5.94$
Weekly 99.00$
Item Inventory Unit Cost Total TOTAL INVESTMENT
2160 Red Shop Rags 200 0.12$ 1 24.00$ Parks 2160 LR 8 0.65$ 1 5.20$ Traffic 3X5 Safety Mat 1 4.83$ 1 4.83$ Landscape Weekly 34.03$ Fleet
Streets
Facilities
Facility Services
Service Charge
Item Unit Unit Cost Notes Total Weekly Total
Make-Up ID Tape Each 1.36$
Name Emblem Each 1.50$ BUDGETING:Weekly 467.25$ City Emblem Each 2.50$ Yearly 24,296.90$ Contract Years 3
Total Contract 72,890.69$
Amanda Smith - Regional Government Manager
001299
26.40$
$467.25
Landscape
Fleet
Street
Facilities
Facility Services Products
99.00$
47.96$
34.03$
4. Comprehensive product line
5. Absolute service guarantee
7. Printed delivery documentation is reviewed with local contact at each delivery (TruCount)
8. Program is flexible for your changing needs
115.50$
66.00$
78.36$
-$
5. Prior to delivery, garments are scanned at our facility to ensure 100% return rate
1. No up-front investment
6. Rapid response for special requests
3. Garments laundered according to CDC guidelines
4. Garments inspected every cleaning and repaired and/or replaced as needed
1. Quality products - construction & condition
2. Personable, dependable Service Representative
3. Nationally recognized service provider
Parks
6. Any discrepancy is ordered from our local stockroom or from our exclusive in-state distribution center (Fort Worth) CITY OF ROCKLINService Program For:
Traffic
OMNIA Contract Number:
2. Soiled garments scanned on-site; soiled item pickup details printed on-site for your review (TruCount)
7. Custom & logo capabilities
8. On-site inventory control
Prepared by:
Program includes ALL charges for name emblems, company emblems, ID barcode tapes, size changes, startup costs for added employee, and charges for garments destroyed/stained/damaged by employee. 216216
Cintas Representative Initials: Customer Initials:
Rev. 8.4.23
Workplace Solutions
Cooperative Acceptance Agreement
Location #:
Contract #:
Customer #:
Main Corporate Code ➞ 13897 GPO# 211011196 MLA# 211011348 Date:
Customer/Participating Agency: (“Customer”) Phone:
Address: City: State: Zip:
UNIFORM PRODUCT RENTAL PRICING:
WORKPLACE SERVICES PRODUCTS PRICING:
ITEM # DESCRIPTION STANDARD ITEM UNIT PRICE LOSS/DAMAGE REPLACE. VALUE
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
ITEM # DESCRIPTION RENTAL FREQ. INVENTORY UNIT PRICE
Automatic Lost Replacement Charge Item: % of inventory $ ea Automatic Lost Replacement Charge Item: % of inventory $ ea This Workplace Solutions Cooperative Acceptance Agreement (this “Acceptance Agreement”) is effective as of the date of execution for a term of 60 months from the date of installation or renewal (the “Term”).
Standard Name Emblem $ ea Standard Agency Emblem $ ea Custom Agency Emblem $ ea Embroidery $ ea Uniform Advantage Item: $ ea per week Premium Uniform Advantage Item: $ ea per week Emblem Advantage Item: $ ea per week Prep Advantage Item: $ ea per week Minimum Charge $35 per delivery or 50% of initial invoice (the greater of the two).
Make-up Charge $ per garment
Non-Standard/Special Cut Garment (i.e., non-standard, non-stocked unusually small or large sizes, unusually short or long sleeve or length, etc.) premium $ per garment Seasonal Sleeve Change $ per garment Under no circumstances will Cintas accept textiles bearing free liquid. Shop towels may not be used to clean up oil or solvent spills.
Artwork Charge for Logo Mat $
Payment Terms: Net 30
Size Change
Customer agrees to have employees measured by a Cintas representative using garment “size samples” or Cintas TruFit. A charge of $ per garment will be assessed for employee’s size changed within 4 weeks of installation.
Other
CHECKBOX INITIALS DATE
Initial and check box if Unilease. All Garments will be cleaned by customer. Initial and check box if receiving Linen Service. Company will take periodic physical inventories of items in possession or under control.
Initial and check box if receiving direct embroidery. If service is discontinued for any employee or Customer deletes any of the garments direct embroidery for any reason, or terminates this Acceptance Agreement for any reason or fails to renew this Acceptance Agreement, Customer will purchase all direct embroidered garments at the time they are removed from service at the then current replacement values. (See Section 6 of Cintas General Service Terms Section).
Space for additional entries provided on page 5
Space for additional entries provided on page 5
217217
Cintas Representative Initials: Customer Initials:
Rev. 8.4.23
OMNIA PARTICIPATING PUBLIC AGENCIES TERMS
CINTAS GENERAL SERVICE TERMS SECTION
1. Participating Public Agencies. Cintas Corporation No. 2 (“Cintas”) agrees to extend the same terms, conditions, and covenants agreed to under the OMNIA Vendor Agreement executed between Cintas and University of Nebraska (the “Master Agreement”) to other government agencies (“Participating Public Agencies”) that, in their discretion, desire to access the Master Agreement in accordance with all terms and conditions contained herein or attached hereto. Each Participating Public Agency will be exclusively responsible and deal directly with Cintas on matters relating to length of agreement, ordering, delivery, inspection, acceptance, invoicing, and payment for products and services in accordance with the terms and conditions of the Master Agreement. By executing this Acceptance Agreement, the Customer identified on Page 1 herein agrees to be bound by the terms and conditions set forth in the Master Agreement as a Participating Public Agency and the terms and conditions set forth in this Acceptance Agreement. Master Agreement available at https://www.omniapartners.com/publicsector.
2. Dispute Resolution – Arbitration and Class Waiver . This provision shall take precedence over and supersede any contrary or conflicting provision in the Master Agreement. a. Arbitration Notice. Customer agrees to the maximum extent permitted by law that any dispute, controversy, or claim arising out of or relating to this Acceptance Agreement (including its enforcement, performance, breach, arbitrability, or interpretation) or to the products or services provided hereunder will be submitted to and resolved by final and binding individual arbitration. ARBITRATION MEANS THAT AN ARBITRATOR, AND NOT A JUDGE OR A JURY , WILL DECIDE THE DISPUTE, CONTROVERSY , OR CLAIM. BY ACCEPTING THESE TERMS, YOU AND CINTAS ARE EACH EXPRESSLY WAIVING THE RIGHT TO A TRIAL BY JURY
AND TO PURSUE OR PARTICIPATE IN ANY CLASS ACTION, COLLECTIVE ACTION, OR REPRESENTATIVE CLAIMS OR PROCEEDINGS EITHER IN ARBITRATION OR IN ANY COURT. To the extent a class or collective action or representative claim or proceeding may not be waived, you agree to stay any such actions, claims, and proceedings until after all actions, claims, and proceedings subject to arbitration are fully resolved. b. Arbitration Procedures. Any arbitration between Customer and Cintas will be governed by the Commercial Dispute Resolution Procedures and the Supplementary Procedures for Consumer Related Disputes (collectively, “AAA Rules”) of the American Arbitration Association (“AAA”), as modified by this Acceptance Agreement, and will be administered by the AAA. The AAA Rules and filing forms are available online at www.adr.org, by calling the AAA at 1-800-778-7879, or by contacting Cintas. Any arbitration hearings will take place in the state in which Customer is located; provided, however, that if the claim is for $10,000 or less, Customer may choose for the arbitration instead to conducted: (i) solely on the basis of documents submitted to the arbitrator; or (ii) through a telephonic hearing.
The arbitrator must issue a reasoned written decision sufficient to explain the essential findings and conclusions on which the decision and award, if any, are based. c. Fees. Arbitration fees will be assessed consistent with the AAA Rules. d. No Class Actions in Arbitration or in Any Court, No Jury Trial. CUSTOMER AND CINTAS AGREE THAT, TO THE MAXIMUM EXTENT PERMITTED BY
LAW, EACH MAY BRING CLAIMS AGAINST THE OTHER ONLY IN THEIR INDIVIDUAL CAPACITIES AND NOT AS A PLAINTIFF OR CLASS MEMBER IN ANY PURPORTED CLASS OR REPRESENTATIVE PROCEEDING, WHETHER IN ARBITRATION OR IN ANY COURT. FURTHER, UNLESS BOTH CUSTOMER AND CINTAS AGREE OTHERWISE, AN ARBITRATOR OR JUDGE MAY NOT CONSOLIDATE MORE THAN ONE PARTICIPATING PUBLIC AGENCY’S CLAIMS AND MAY NOT OTHERWISE PRESIDE OVER ANY FORM OF A REPRESENTATIVE OR CLASS PROCEEDING.
FOR THE AVOIDANCE OF DOUBT , CUSTOMER AND CINTAS AGREE TO RESOLVE ANY DISPUTE ON AN INDIVIDUAL, NON-REPRESENTATIVE, NON-CLASS
BASIS IN ARBITRATION, BUT IF FOR ANY REASON SUCH DISPUTE PROCEEDS IN COURT, CUSTOMER AND CINTAS AGREE TO WAIVE ANY RIGHT TO HAVE THE DISPUTE PROCEED AS A CLASS ACTION OR IN ANY REPRESENTATIVE CAPACITY WHATSOEVER. IF THE DISPUTE PROCEEDS IN COURT, CUSTOMER AND CINTAS AGREE TO WAIVE ANY RIGHT TO A TRIAL BY JURY . e. Enfor ceability. If the requirement to submit any and all disputes, controversies, and claims to binding arbitration is found to be unenforceable or contrary to applicable law, the dispute, controversy or claim will be resolved in accordance with, and governed by, the laws of the State in which the Participating Public Agency exists.
f. Severability . If any section or provision of this ¶ 2, Dispute Resolution – Arbitration and Class Waiver, is found to be unenforceable or invalid, the parties will substitute an enforceable provision that, to the maximum extent possible under applicable law, preserves the original intentions of the parties, and the remainder will be given full force and effect.
3. Dispute Resolution – Timing of invoice challenges: Requests for an invoice adjustment or challenges to invoice amounts must be received by Cintas within 60 days of Customer’s receipt of the contested invoice, or any billing dispute is waived. Notification to Cintas of a request for an invoice adjustment must be made in writing and must include the invoice number, disputed amount, and the reason for the disputed charge.
4. In the event of any conflict between this Acceptance Agreement and the Master Agr eement, the Master Agreement shall prevail, except to the extent this Acceptance Agreement specifically provides that it is superseding a provision in the Master Agreement.
PLEASE READ THESE TERMS CAREFULLY. BY SIGNING THIS ACCEPTANCE AGREEMENT, YOU ACKNOWLEDGE THAT YOU HAVE READ, AND THAT YOU UNDERSTAND AND AGREE TO BE BOUND BY, THESE TERMS.
1. Prices Customer agrees to rent from Cintas, and Cintas agrees to provide to Customer, the merchandise, inventory and services at the prices listed in the Master Agreement and / or outlined above. There will be a minimum charge of thirty-five dollars ($35.00) or 50% of initial invoice (whichever is greater) per delivery for each Customer location required to purchase its rental services from Cintas as set forth in this Acceptance Agreement.
2. Buyback of Non-Standard Gar ments Customer has ordered from Company a garment rental service requiring garments that may not be standard to Company’s normal rental product line or include direct embroidery or an unusual emblem placement. Non-standard items will also include standard garments that have been embroidered. Those non-standard products will be designated as such under Garment Description in the Uniform Product Rental Pricing Chart(s). In the event the Customer deletes a non-standard product, alters the design of the non-standard product, fails to renew the Agreement, or terminates the Agreement in whole or in part for any reason, the Customer agrees to buy back all remaining non-standard products allocated to Customer that the Company has in service and out of service at the then current Loss/Damage Replacement Values.
3. Garments’ Lack of Flame Retardant or Acid Resistant Features Unless specified otherwise in writing by Cintas, the garments supplied under this Acceptance Agreement are not flame retardant or acid resistant and contain no special flame retardant or acid resistant features. They are not designed for use in areas of flammability risk or where contact with hazardous materials is possible. Flame resistant and acid resistant garments are available from Cintas upon request. Customer warrants that none of the employees for whom garments are supplied pursuant to this Acceptance Agreement require flame retardant or acid resistant clothing.
4. Logo Mats In the event that Customer decides to delete any mat bearing the Customer’s logo (Logo Mat) from the rental program, changes the design of the Logo Mats, terminates this Acceptance Agreement for any reason or fails to renew this Acceptance Agreement, the Customer will purchase at the time of deletion, design change or termination, all remaining Logo mats that Cintas has in service and out of service held in inventory at the then current Loss/Damage Replacement Value.
5. Adding Employees Additional employees and merchandise may be added to this Acceptance Agreement at any time upon written or oral request by the Customer to Cintas. Any such additional employees or merchandise shall automatically become a part of and subject to the terms of this Acceptance Agreement. If such employees are employed at a Customer location that is then participating under this Acceptance Agreement, the Customer shall pay Cintas the one-time preparation fee indicated on the Master Agreement and / or outlined above. Customer shall not pay Cintas any one-time preparation fee for garments for employees included in the initial installation of a Customer location. There will be a one-time charge for name and/or company emblems when employees are added to the program in garments requiring emblems.
6. Emblem Guarantee If Customer has requested that Cintas supply emblems designed exclusively for Customer featuring Customer’s logo or other specific identification (hereinafter “Customer Emblems”), Cintas will maintain a sufficient quantity of Customer Emblems in inventory to provide for Customer’s needs and maintain a low cost per emblem through quantity purchases.
In the event Customer decides to discontinue the use of Customer Emblems, changes the design of the Customer Emblems, terminates this Acceptance Agr eement for any reason or fails to renew this Acceptance Agreement, the Customer will purchase at the time of deletion, design change, termination or expiration, all remaining Customer Emblems that Cintas allocated to Customer at the price indicated on the Master Agreement and / or outlined above of this Acceptance Agreement. In no event shall the number of Customer Emblems allocated to Customer exceed the greater of (a) twelve (12) months’ volume for each unique Customer Emblem or (b) a quantity agreed to by Cintas and Customer and noted on the Master Agreement and / or outlined above.
7. Terminating Employees Subject to the provisions of this Acceptance Agreement, the weekly rental charge attributable to any individual leaving the employ of the Customer, or on a temporary leave of absence of three (3) weeks or more, shall be terminated upon oral or written notice by the Customer to Cintas but only after all garments issued to that individual, or value of same at the then current Loss/Damage Replacement Values, are returned to Cintas.
8. Replacement In the event any merchandise is lost, stolen or is not returned to Cintas, or is destroyed or damaged by fire, welding damage, acid, paint, ink, chemicals, neglect or otherwise, the Customer agrees to pay for said merchandise at the then current Loss/Damage Replacement Values.
9. Additional Customer Locations. Notwithstanding anything to the contrary contained herein, there will be a minimum term equal to the greater of thirty-six (36) months or the remainder of the Term for any individual Customer location added after the date of this Acceptance Agreement. 218218
Cintas Representative Initials: Customer Initials:
Rev. 8.4.23
Cintas Location #: Customer Signature:
By: Print Name:
Title: Print Title:
Accepted-GM: Email:
Cintas Matrix Account Yes No Customer Contact:
Cintas MAM Partners: Customer Contact Email:
10. Additional Items: Additional Customer employees, products and services may be added to this Acceptance Agreement and shall automatically become a part of and subject to the terms hereof and all of its provisions. If this Acceptance Agreement is terminated early for convenience, the parties agree that the damages sustained by Cintas will be substantial and difficult to ascertain. Therefore, if this Acceptance Agreement is terminated by Customer prior to the applicable expiration date for any reason other than documented quality of service reasons which are not cured, or terminated by Cintas for non-payment by Customer at any time Customer will pay to Cintas, as termination charges and not as a penalty based upon the following schedule:
- If this Acceptance Agreement is cancelled for convenience in the first twelve months of the term, Customer shall pay as termination char ges equal to 52 weeks of rental service.
- If this Acceptance Agreement is cancelled for convenience in months thirteen (13) thr ough twenty-four (24) of the term, Customer shall pay as termination charges equal to thirty-nine (39) weeks of rental service.
- If this Acceptance Agreement is cancelled for convenience in months twenty-five (25) thr ough thirty-six (36) of the term, Customer shall pay as termination charges equal to twenty-six (26) weeks of rental service.
- If this Acceptance Agreement is cancelled for convenience after forty-eight (48) months of service, Customer shall pay as termination char ges of thirteen (13) weeks of rental service.
- Customer shall also be responsible to r eturn all of the merchandise allocated to such Customer locations terminating this Acceptance Agreement at the then current Loss/Damage Replacement Values and for any unpaid charges on Customer’s account prior to termination.
11. Federal Funds. In no event will Cintas act as a subcontractor under a U.S. federal prime contractor or a subrecipient under a U.S. federal grant or cooperative agreement.
12. Customer Funding Source. Customer must select the appropriate response below:
Is Customer a United States federal government agency or instrumentality, or will Customer pay for the goods and services or dered under this Acceptance Agreement with any United States government funds?
Yes No
(If Yes, Customer must provide any applicable U.S. government flowdown terms and conditions, which will only be binding on Cintas if attached hereto and agreed to by Cintas prior to execution of this Acceptance Agreement).
13. Additional Ter ms. Customer must select the appropriate response below:
Does Customer requir e any additional terms and conditions to be incorporated into this Acceptance Agreement, or is Customer accepting this Acceptance Agreement without additional terms?
Yes, additional terms required No additional terms needed (If yes, Customer must provide any applicable additional terms and conditions, which will only be binding on Cintas if attached her eto and agreed to by Cintas prior to execution of this Acceptance Agreement).
14. I authorize Cintas to verify my credit on Cr edit.net and/or by contacting the parties provided. I am authorized to sign on behalf of this company. In addition, I authorize Cintas to open a new account on behalf of the company and deliver the products or services listed above at the agreed upon pricing and delivery terms. 219219
Cintas Representative Initials: Customer Initials:
Rev. 8.4.23
Accounts Payable Contact
Billing Information
How should the Business Name read on the invoice?
Do you have other sites/locations within your company that are set up for billing with Cintas? YES NO UNSURE Are you Tax Exempt? YES NO If Yes, where can I get a copy of your tax-exempt form? Account Payable Contact Name:
Account Payable Contact Phone #:
Account Payable Email:
Payer Street Address:
City: ST/PROV: ZIP/PC:
We will use the Payer address above as the address that is used for credit reference/credit check if it is different from service address. Same as Payer OR Same as Sold-To
Bill-To Street Address:
City: ST/PROV: ZIP/PC:
Invoice Delivery (choose one): Leave at Site and Email Email Only Physically Mail Leave at site after service Do invoices require a purchase order? YES NO If yes, please provide PO# Will the same PO need to appear on each invoice? YES NO Is there an expiration date? Check
ACH/EFT - We will have our ACH/EFT team contact the AP contact above with ACH/EFT payment details Credit Card - We will have our Payment Center contact the AP Contact above for credit card details Unless noted below, your AP contact above will be automatically r egistered to manage your Cintas account online with myCintas Billing. myCintas allows you to conveniently access your account anytime using your computer, tablet, or mobile device! Do not send information about Online Bill Pay (US Only) PAYER INFORMATION: This section covers the address where the person who pays the bills is and their contact information.
BILL-TO INFORMATION: This section covers where the bill will be mailed/sent to.
PAYMENT TERMS: Net 30 Standard
WE CAN CUSTOMIZE HOW YOU RECEIVE YOUR BILL FOR PAYMENT PROCESSING
PAYMENT OPTIONS
220220
Cintas Representative Initials: Customer Initials:
Rev. 8.4.23
UNIFORM PRODUCT RENTAL PRICING (cont.):
WORKPLACE SERVICES PRODUCTS PRICING (cont.):
ITEM # DESCRIPTION RENTAL FREQ. INVENTORY UNIT PRICE
Continued from page 1
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ITEM # DESCRIPTION STANDARD ITEM UNIT PRICE LOSS/DAMAGE REPLACE. VALUE
Yes No
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Rev. 8.4.23
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City Council
Staff Report
Subject:
Vehicle Supplies/Equipment and Installation Services Agreement Date:
November 14, 2023
Submitted By:
Justin Nartker, Director of Public Services
Matt McClure, Public Services Manager
Department:
Public Services
Recommendation:
Adopt a Resolution of the City Council of the City of Rocklin Approving the Contract for Vehicle Supplies/Equipment and Installation Services to Stommel Inc. dba LEHR Auto, and Authorizing the City Manager to Execute an Agreement.
Background:
Each year included in the Operating Budget is the purchase of new or replacement emergency/safety vehicles. The total cost of the vehicle is comprised of the purchase of the actual vehicle, and the cost to install various safety and emergency features (e.g., radios, flashing light bars, etc.) after delivery. In addition, the Fleet division has a need to purchase safety equipment/lighting products to maintain or upfit existing vehicles within the fleet.
The procurement and installation of the safety/emergency equipment is specialized, and staff found that Stommel Inc. (dba LEHR Auto) has the expertise and knowledge to perform these services and is very familiar with the City’s requirements. In addition, LEHR Auto is the low bid contractor with Placer County (Contract No. SCN105300) after they completed the formal bid process (Attachment 2). This contract also allows local agencies to utilize their contract which is beneficial to the City.
Rocklin Municipal Code section 3.04.090 (D) specifically allows for the use of piggyback purchasing utilizing purchasing agreements maintained by other governmental agencies. City Council approval is required for purchase amounts more than $50,000.
Staff recommends the City Council authorize a Contract for Services with LEHR Auto for a three year period, with the opportunity for two additional one-year extensions. The annual cost of the contract is not-to-exceed $300,000, with a maximum not-to-exceed amount of $1,500,000 over the five year period. The initial year is from – from November 14, 2023, to November 13, 2024.
Fiscal Impact:
Item Number 2M.
331331
There is no additional fiscal impact for the initial year of the contract as the cost of supplies and services is included in the individual department budget and will be charged accordingly at the time of use.
ATTACHMENTS:
1. Resolution
2. Placer County Agreement with LEHR Auto
332332
RESOLUTION NO. 2023-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROCKLIN
APPROVING THE CONTRACT FOR VEHICLE SUPPLIES/EQUIPMENT AND INSTALLATION SERVICES TO STOMMEL, INC., DBA LEHR AUTO, AND AUTHORIZING THE CITY MANAGER TO EXECUTE AN
AGREEMENT
WHEREAS, included in the Fiscal Year Budgets are new or replacement emergency/safety vehicles and safety equipment/lighting products to maintain/repair existing vehicles within the City’s fleet; and
WHEREAS, Stommel Inc., dba LEHR Auto (LEHR Auto) has the specialized technical knowledge and skill to perform these services and is very familiar with the City’s requirements; and
WHEREAS, staff has determined that it is in the City’s best interest to enter into an agreement with LEHR Auto for the procurement and installation of safety/emergency equipment through the procurement process conducted by Placer County, which allows local agencies to utilize their contract (piggyback purchasing); and WHEREAS, the Rocklin Municipal Code Section 3.04.090, D-Piggyback purchasing allows for the City to enter into piggyback purchasing without separate competitive bidding by the City; and
WHEREAS, this agreement will be for twelve (12) months initially with the option to extend the contract for two (2) additional years, at the City’s discretion for a maximum not-to- exceed amount of $1,500,000.00 provided sufficient funds for equipment and/or services have been appropriated; and; and
WHEREAS, no additional fiscal impact has been identified as the cost of supplies and services is included in the individual department’s budget and will be charged accordingly at the time of use.
NOW, THEREFORE, the City Council of the City of Rocklin does resolve as follows:
Section 1. The contract for the vehicle supplies/equipment and installation services with Stommel, Inc., dba LEHR Auto.
Section 2. The City Manager is authorized to execute an Agreement substantially the form attached hereto as Exhibit “A”, for vehicle supplies/equipment and installation services with Stommel, Inc. dba LEHR Auto.
333333
Reso. No. 2023-
Section 3. The City Manager is authorized to amend the contract for two additional one-year terms, with a maximum not-to-exceed amount of $1,500,000.00 for the entire term of the contract.
PASSED AND ADOPTED this 14th day of November, 2023, by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
ABSTAIN: Councilmembers:
____________________________________
Ken Broadway, Mayor
ATTEST:
____________________________
Haley Reid, Acting City Clerk
334334
1733390.1 9959-001
EXHIBIT A
335335
Contract for Services
Stommel DBA Lehr Auto
1733390.1 9959-001 2
CONTRACT FOR SERVICES
THIS CONTRACT is made on November 14, 2023, by and between the CITY OF ROCKLIN a municipal corporation (“City”), and Stommel, Inc. DBA Lehr Auto “Contractor,” who mutually agree as follows:
1. SCOPE OF SERVICES
Subject to the terms and conditions set forth in this agreement, Contractor shall provide to the City the services described in the Scope of Work, Exhibit A. Contractor shall provide the services at the time, place and in the manner specified in Exhibits A and/or B. Contractor shall not be compensated for services outside the scope of Exhibit A unless prior to the commencement of the services: (a) Contractor notifies the City and City agrees the services are outside the scope of Exhibit A; (b) Contractor estimates the additional compensation required for these additional services; and (c) City after notice, approves in writing a supplemental agreement specifying the additional services and the amount of compensation therefore. City shall have no obligation whatsoever under this agreement or any supplemental agreement, unless and until the agreement or supplemental agreement is approved by the City Manager, the City Manager’s authorized designee, or by the Rocklin City Council, as required by the Rocklin Municipal Code or other local law or policy.
2. COMPENSATION
A. The City shall pay Contractor for the services rendered pursuant to this agreement at the times and in the manner set forth in the Scope of Services, Exhibit A, the Schedule for Performance, Exhibit B, and in accordance with the Schedule of Fees in Exhibit C, but in no event shall the total compensation exceed the total sum of One Million, Five Hundred Thousand Dollars ($1,500,000.00). The payments specified in Exhibits A and/or B shall be the only payments to be made to Contractor for the services rendered pursuant to this Agreement unless pursuant to Section 1, above, City approves additional compensation for additional services.
B. Contractor shall furnish City with invoices for all expenses as well as for all materials authorized by this Contract. The invoices shall be submitted with the monthly billings.
Reimbursable expenses shall be limited to actual expenditures of Contractor for expenses that are necessary for the proper completion of the services and shall only be payable if specifically authorized in advance by City.
C. Contractor shall submit all billings/invoices for services to City in the manner specified in Exhibit B. Contractor’s fees shall be as specified in the Scope of Work, Exhibit A or the Schedule of Fees as set forth in Exhibit C. All invoices submitted by Contractor shall contain the following information:
(1) Job/project name or description;
(2) City’s current purchase order and/or work order number (if applicable); (3) Contractor’s invoice number;
(4) Date of invoice issuance;
(5) Description of services billed under invoice, including the description of tasks performed and the corresponding rate charged for the completion of that task; 336336
Contract for Services
Stommel DBA Lehr Auto
1733390.1 9959-001 3
(6) Amount of invoice, itemizing all authorized reimbursable expenses; and (7) Total billed to date under agreement.
D. City shall make payment to Contractor net 30 days from receipt of an acceptable invoice. If Contractor’s performance is not in conformity with the Scope of Work, Exhibit A, or the Schedule of Performance, Exhibit B, or the provisions set forth above, payments may be delayed or denied, unless the Contractor’s failure to perform is a documented result of the City’s failure to conform with the Schedule of Performance, or if the Schedule of Performance is extended pursuant to Section 4. City shall not be responsible for delays in payment to Contractor resulting from Contractor’s failure to comply with the invoice format described above, or as set forth in the Schedule of Performance.
E. During performance of the agreement and for a period of three (3) years after completing all services, Contractor shall maintain all accounting and financial records related to this Agreement, including but not limited to records of Contractor’s costs for all services performed under this agreement and records of Contractor’s reimbursable expenses, in accordance with generally accepted accounting practices, and shall keep and make the records available for inspection and audit by representatives of the City upon reasonable written notice.
F. Contractor shall pay when and as due, any and all taxes incurred as a result of Contractor’s compensation hereunder, including estimated taxes, and shall provide City with proof of payment upon request. Contractor hereby agrees to indemnify City for any claims, losses, costs, fees, liabilities, damages or injuries suffered by City arising out of Contractor’s breach of this section.
3. FACILITIES AND EQUIPMENT
Contractor shall at its sole cost and expense, furnish all facilities and equipment that may be required for Contractor to perform services pursuant to this agreement. City shall furnish to Contractor, only the facilities and equipment listed in Exhibit A (if any) according to any terms and conditions set forth in Exhibit A.
4. TERM OF CONTRACT
A. This agreement shall become effective on the date that it is approved by both parties, set forth on the first page of the agreement and shall continue in effect for one year from November 14, 2023 – November 13, 2024 with the option for the City to extend the contract for two additional one year terms unless sooner terminated as provided herein.
B. The services of Contractor are to commence upon execution of this Contract and shall be undertaken and completed in accordance with the Schedule of Performance attached hereto and incorporated herein by this reference as Exhibit B.
5. SUSPENSION/TERMINATION:
A. City shall have the right at any time to temporarily suspend Contractor’s performance hereunder, in whole or in part, by giving written notice of suspension to Contractor. If City gives such notice, Contractor shall immediately suspend its activities under this agreement. 337337
Contract for Services
Stommel DBA Lehr Auto
1733390.1 9959-001 4
B. This Contract may be terminated by either party, provided that the other party is given not less than thirty (30) calendar days’ written notice (delivered by certified mail, return receipt requested) of intent to terminate. If the agreement is terminated by the City:
i. Contractor shall immediately cease rendering services pursuant to this agreement;
ii. Contractor shall, not later than five days after such notice of termination, deliver to City copies of all information prepared pursuant to this agreement; iii. City shall pay Contractor the reasonable value of services rendered by Contractor prior to termination; provided however, City shall not in any manner be liable for lost profits that might have been made by Contractor had the agreement not been terminated or had Contractor completed the services required by this agreement. Contractor shall furnish to City such financial information as in the judgment of the City is necessary for City to determine the reasonable value of the services rendered by Contractor. The foregoing is cumulative and does not affect any right or remedy that city may have in law or equity.
C. Notwithstanding any provisions of this Contract, Contractor shall not be relieved of liability to the City for damages sustained by the City by virtue of any breach of this Contract by Contractor, and the City may withhold any payments due to Contractor until such time as the exact amount of damages, if any, due the City from Contractor is determined.
6. INDEPENDENT CONTRACTOR
Contractor enters into this Contract as an independent contractor and not as an employee or agent of the City. Contractor shall have no power or authority by this Contract to act on behalf of City in any capacity whatsoever as an agent, or to bind the City in any respect or to any obligations whatsoever. Nothing in this Contract shall be construed to be inconsistent with this relationship or status. All employees, agents, contractors or subcontractors hired or retained by the Contractor are employees, agents, contractors or subcontractors of the Contractor and not of the City. The City shall not be obligated in any way to pay any wage claims or other claims made against Contractor by any such employees, agents, contractors or subcontractors, or any other person resulting from performance of this agreement.
7. AMENDMENTS, CHANGES OR MODIFICATIONS
Amendments, changes or modifications in the terms of this Contract may be made at any time by mutual written agreement between the parties hereto and shall be signed by the persons authorized to bind the parties hereto.
8. EXTENSIONS OF TIME
Contractor may, for good cause, request extensions of time to perform the services required hereunder. Such extensions shall be authorized in advance by the City in writing and shall be incorporated in written amendments to this Contract or the attached Work Program in the manner provided in Section 7.
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9. PROPERTY OF CITY
It is mutually agreed that all materials prepared by the Contractor under this Contract shall become the property of the City, and the Contractor shall have no property right therein whatsoever. Immediately upon termination, the City shall be entitled to, and the Contractor shall deliver to the City, all data, drawings, specifications, reports, estimates, summaries and other such materials as may have been prepared or accumulated to date by the Contractor in performing this Contract which is not Contractor’s privileged information, as defined by law, or Contractor’s personnel information, along with all other property belonging exclusively to the City which is in the Contractor’s possession.
10. COMPLIANCE WITH ALL LAWS:
Contractor shall keep itself fully informed of, shall observe and comply with, and shall cause any and all persons, firms or corporations employed by it or under its control to observe and comply with, all applicable laws, ordinances, and codes of federal, State and local governments, which in any manner affect those engaged or employed on the work described by this Contract or the materials used or which in any way affect the conduct of the work, and shall commit no trespass on any public or private property in performing any of the work authorized by this Contract.
For all leases and purchases of materials, equipment, supplies or other tangible personal property used to perform the agreement and shipped from outside California, the Contractor and any subcontractors leasing or purchasing such materials, equipment, supplies or other tangible personal property shall obtain a Use Tax Direct Payment Permit or Seller’s Permit from the California State Board of Equalization, in accordance with the applicable SBE criteria and requirements. This provision applies in all instances unless prohibited by the funding source for the agreement.
11. WARRANTIES AND RESPONSIBILITIES - CONTRACTOR
A. Contractor agrees and represents that it is qualified to properly provide the services set forth in Exhibit “A” in a manner which is consistent with the generally accepted standards of Contractor’s profession.
B. Contractor is duly licensed, qualified and experienced to perform the services set forth in the Scope of Services, Exhibit A. Contractor represents and warrants that Contractor has all licenses, permits, qualifications and approvals of whatsoever nature that are legally required for Contractor to practice its profession or provide any services under this agreement.
Contractor represents and warrants that Contractor shall, at its sole cost and expense, keep in effect or obtain at all times during the term of this agreement, any licenses, permits and approvals that are legally required for Contractor to practice its profession or provide such services. If Contractor is an out of state corporation, Contractor further warrants and represents that it possesses a valid certification of qualification to transact business in the State of California issued by the California Secretary of State.
C. Contractor shall perform all services required pursuant to this agreement in the manner and according to the standards currently observed by a competent practitioner of Contractor’s profession in California. Contractor shall devote such time and effort to the performance of services pursuant to this agreement as is necessary for the satisfactory and 339339
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timely performance of Contractor’s obligations under this agreement. Neither party shall be considered in default of this agreement to the extent that party’s performance is prevented or delayed by any cause that is beyond the reasonable control of that party.
D. All products of whatsoever nature that Contractor delivers to City pursuant to this Agreement shall be prepared in a professional manner and conform to the standards of quality normally observed by a person currently practicing in Contractor’s profession, and shall be provided in accordance with any scope of services or schedule of performance specified in Exhibits A or B.
A. Contractor shall assign only competent personnel to perform services pursuant to this agreement. Contractor shall designate a project manager who at all times shall represent the Contractor before the City on all matters relating to this Contract. The project manager shall continue in such capacity unless and until he or she is removed at the request of the City, is no longer employed by Contractor, or is replaced with the written approval of the City, which approval shall not be unreasonably withheld. Contractor shall notify City in writing, of any other changes in Contractor’s staff assigned to perform the services required under this agreement, prior to any such performance. In the event the City desires the removal of any person assigned by Contractor to perform services pursuant to this agreement, because the City in its sole discretion, determines that such person is not performing in accordance with the standards required herein, Contractor shall remove such person immediately upon receiving notice from the City of the desire for the removal of such person.
F. Contractor agrees and represents that the work performed under this Contract shall be in accordance with applicable federal, State and local law.
G. Contractor shall provide corrective services without charge to the City for services which fail to meet the above professional and legal standards and which are reported to Contractor in writing within sixty (60) days of discovery. Should Contractor fail or refuse to perform promptly its obligations, the City may render or undertake performance thereof and the Contractor agrees it has satisfied itself by its own investigation and research regarding the conditions affecting the work to be done and labor and materials needed, and that its decision to execute this agreement is based on such independent investigation and research. Contractor shall be liable for any expenses thereby incurred.
12. SUBCONTRACTING
None of the services covered by this Contract shall be subcontracted without the prior written consent of the City, which will not be unreasonably withheld. Contractor shall be as fully responsible to the City for the negligent acts and omissions of its contractors and subcontractors, and of persons either directly or indirectly employed by them, as it is for the negligent acts and omissions of persons directly employed by Contractor.
13. ASSIGNABILITY
Contractor shall not assign or transfer any interest in this Contract whether by assignment or novation, without the prior written consent of the City. The City has a strong interest in the qualifications and capability of the persons and entities that will fulfill the obligations imposed on Contractor under this agreement. However, claims for money due or to become due Contractor from the City under this Contract may be assigned to a financial institution, or to a trustee in 340340
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bankruptcy, without such approval. Notice of any assignment or transfer whether voluntary or involuntary shall be furnished promptly to the City.
14. INTEREST IN CONTRACT
Contractor covenants that neither it, nor any of its employees, agents, contractors, or subcontractors has any interest, nor shall they acquire any interest, direct or indirect, in the subject of the Contract, nor any other interest which would conflict in any manner or degree with the performance of its services hereunder. Contractor shall make all disclosures required by the City’s conflict of interest code in accordance with the category designated by the City, unless the City Manager determines in writing that Contractor’s duties are more limited in scope than is warranted by the category designated by the City code and that a narrower disclosure category should apply. Contractor also agrees to make disclosure in compliance with the City conflict of interest code if, at any time after the execution of this Contract, City determines and notifies Contractor in writing that Contractor’s duties under this Contract warrant greater disclosure by Contractor than was originally contemplated. Contractor shall make disclosures in the time, place and manner set forth in the conflict of interest code and as directed by the City.
15. MATERIALS CONFIDENTIAL
To the extent permitted by law, all of the materials prepared or assembled by Contractor pursuant to performance of this Contract are confidential and Contractor agrees that they shall not be made available to any individual or organization without the prior written approval of the City, except by court order.
16. LIABILITY OF CONTRACTOR-NEGLIGENCE
Contractor shall be responsible for performing the work under this Contract in a manner which is consistent with the generally-accepted standards of the Contractor’s profession and shall be liable for its own negligence and the negligent acts of its employees, agents, contractors and subcontractors. The City shall have no right of control over the manner in which the work is to be done but only as to its outcome, and shall not be charged with the responsibility of preventing risk to Contractor or its employees, agents, contractors or subcontractors.
17. INDEMNITY AND LITIGATION, COSTS
To the fullest extent permitted by law, Contractor shall hold harmless, defend at its own expense, and indemnify the City, its officers, officials, agents, employees and volunteers against any and all claims, damages, demands, liability, costs, losses and expenses, including without limitation court costs and reasonable attorneys’ fees, arising from all acts or omissions of Contractor, or its officers, agents or employees in rendering services under this Agreement; excluding however, such liability, claims, losses, damages or expenses arising from the City’s sole negligence, or willful acts. The provisions of this paragraph shall survive termination or suspension of this Contract. These Indemnification provisions are independent of and shall not in any way be limited by the Insurance requirements of this agreement. City approval of the Insurance required by this Agreement does not in any way relieve the Contractor from liability under this section.
18. CONTRACTOR TO PROVIDE INSURANCE
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Contractor agrees to have and maintain the policies set forth below, against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, its agents, representatives, or employees. All policies, endorsements, certificates, and/or binders shall be subject to approval by the City as to form and content. A lapse in any required insurance coverage during this Agreement shall be a breach of this Agreement.
A. Minimum Scope and limit of Insurance
1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.
2. Automobile Liability: Insurance Services Office Form Number CA 00 01 covering any auto (Code 1), or if Contractor has no owned autos, covering hired (Code 8) and non-owned autos (Code 9), with limit no less than $1,000,000 per accident for bodily injury and property damage.
3. Workers’ Compensationas required by the State of California, with Statutory Limits and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease. If Contractor has no employees, Contractor must notify City if an employee is hired, verify proof of coverage for any subcontractors, and agrees to hold City harmless and defend City from claims arising from failure to provide workers’ compensation benefits.
B. OTHER INSURANCE PROVISIONS
The insurance policies are to contain, or be endorsed to contain, the following provisions:
1. Additional Insured Status . The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).
2. Primary Coverage . For any claims related to this contract, the Contractor’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its officers, officials, employees, or volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.
3. Notice of Cancellation . Each insurance policy required above shall provide that coverage shall not be canceled, except with 30 days’ notice to the City, with ten days’ for notice of cancellation due to non-payment.
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4. Waiver of Subrogation . Contractor hereby grants to City a waiver of any right to subrogation which any insurer of said Contractor may acquire against the City by virtue of the payment of any loss under such insurance. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer.
5. Self-Insured Retentions . Self-insured retentions must be declared to and approved by the City. The City may require the Contractor to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City.
6. Acceptability of Insurers . Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the City.
7. Claims Made Policies . If any of the required policies for professional liability insurance provide claims-made coverage:
i. The Retroactive Date must be shown and must be before the date of the contract or the beginning of contract work.
ii. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work.
iii. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the contract effective date, the Contractor must purchase “extended reporting” coverage for a minimum of five (5) years after completion of contract work.
8. Verification of Coverage . Contractor shall furnish the City with original Certificate of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to the City before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.
9. Subcontractors. Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors.
10. Special Risks or Circumstances . City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.
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19. GENERAL/MISCELLANEOUS PROVISIONS:
A. Contract Documents . This agreement and its exhibits shall be known as the “Contract Documents.” Terms set forth in any Contract Document shall be deemed to be incorporated in all Contract Documents as if set forth in full therein. In the event of conflict between terms contained in these Contract Documents, the more specific term shall control. If any portion of the Contract Documents shall be in conflict with any other portion, provisions contained in the Contract shall govern over conflicting provisions contained in the exhibits to the Contract. In the event of any conflict between the terms or conditions of this written agreement and any terms or conditions of any document prepared or provided by Contractor and made a part of this agreement, including without limitation any document relating to the scope of services or payment therefor, the written terms of this document shall control over those terms or conditions.
B. Non-Discrimination in Employment and Equal Employment Opportunity .
Contractor shall not engage in unlawful employment discrimination. Such unlawful employment discrimination includes, but is not limited to, employment discrimination based upon a person’s race, color, ancestry, national origin, religious creed, sex (including pregnancy, childbirth breastfeeding or related medical condition), sexual orientation, gender, gender identity, gender expression and age (over 40), disability (mental and physical), medical condition, marital status, citizenship, and military and veteran status.
C. Inspection of Records . Contractor shall maintain and make available for inspection by the City and its auditors accurate records of all of its costs, disbursements and receipts with respect to any work under this Contract. Such inspections may be made during regular office hours at any time until six (6) months after the final payments under this Contract are made to the Contractor.
D. Entire Agreement. This Contract constitutes the entire agreement between the parties relative to the services specified herein and supersedes whatever oral or written understanding they may have had prior to the execution of this agreement. No alteration or modification of this agreement shall be valid or effective unless and until such modification is evidenced by a writing signed by both parties to this Contract, by persons authorized to act on behalf of the parties. There are no understandings, agreements, conditions, representations, warranties or promises, with respect to this Contract, except those contained in or referred to in the writing.
E. Severability. If any portion of this agreement or the application thereof to any person or circumstance shall be held invalid or unenforceable, the remainder of this agreement shall not be affected thereby and shall be enforced to the greatest extent permitted by law.
F. Waiver. Neither City’s acceptance of, or payment for, any service performed by Contractor, nor any waiver by either party of any default, breach, or condition precedent, shall be construed as a waiver of any provision of this agreement, nor as a waiver of any other default, breach or condition precedent or any other right hereunder. 344344
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G. Notice. All notices that are required to be given by one party to the other under this Contract shall be in writing and shall be deemed to have been given if delivered personally or enclosed in a properly addressed envelope and deposited in a United States Post Office for delivery by registered or certified mail addressed to the parties at the following addresses:
City: City of Rocklin
Public Services Department
4081 Alvis Court
Rocklin, CA 95677
City of Rocklin
Office of the City Attorney
3970 Rocklin Road
Rocklin, CA 95677
Contractor: Stommel, Inc. dba Lehr Auto
631 N Market Blvd. Ste. N
Sacramento, CA 95834
H. Enforcement of Agreement. This Contract shall be interpreted, governed and enforced in accordance with the laws of the State of California. Venue of any action arising out of this Contract shall be brought and maintained in Placer County California, regardless of where else venue may lie. The parties consent to jurisdiction over their persons and over the subject matter of any such litigation in such court, and consent to service of process issued by such courts.
I. Attorney’s Fees. In any action brought by either party to enforce the terms of this Contract, each party shall bear responsibility for its attorney’s fees and all costs regardless of whether one party is determined to be the prevailing party.
J. Power and Authority to Enter into Agreement . All parties to this Agreement warrant and represent that they have the power and authority to enter into this Agreement in the names, titles, and capacities herein stated and on behalf of any entities, persons, or firms represented or purported to be represented by such entity(ies), person(s), or firm(s) and that all formal requirements necessary or required by any state and/or federal law in order to enter into this Agreement have been fully complied with. Furthermore, by entering into this Agreement, Contractor hereby warrants that it shall not have breached the terms or conditions of any other contract or Agreement to which Contractor is obligated, which breach would have a material effect hereon.
K. Counterparts; Electronic Signatures. This Agreement may be executed in two or more counterparts, each of which when so executed shall be deemed to be an original and all of which when taken together shall constitute one and the same instrument. The words “execution,” “signed,” “signature,” and words of like import in this Agreement or in any other certificate, agreement or document related to this Agreement, shall include digital electronic 345345
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signatures (DocuSign). The use of digital electronic signatures and electronic records (including, without limitation, any contract or other record created, generated, sent, communicated, received, or stored by electronic means) shall be of the same legal effect, validity and enforceability as a manually executed signature or use of a paper-based record- keeping system to the fullest extent permitted by applicable law.
L. Exhibits. All exhibits referred to herein and attached hereto, are by this reference incorporated as if set forth fully herein.
CONTRACTOR
By: _________________________
James Stommel, President/CFO
CITY OF ROCKLIN
By: __________________________
Aly Zimmermann, City Manager
ATTEST:
By: _______________________
Haley Reid, Acting City Clerk
APPROVED AS TO FORM:
By: _______________________
Daniel Cucchi, Interim City Attorney
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1733390.1 9959-001
EXHIBIT A
Contractor Proposal/Scope of Work
This Scope of Work shall include the purchase of emergency response vehicle equipment, components, and installation services on an as-needed basis as described in Exhibit E - Placer County Contract No. SCN105300.
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EXHIBIT B
Schedule of Performance
The initial contract will be for a term of one (1) year from the date of award. The City may renew the contract for up to two (2) additional years, one year at a time, at its sole discretion.
Services will be assigned and equipment purchased on an as-needed basis. The City makes no specific guarantee of a minimum or maximum number of hours or amount of tasks or services orr equipment ordered.
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EXHIBIT C
Schedule of Fees
The total compensation shall not exceed One Million, Five Hundred Thousand Dollars, ($1,500,000.00) provided sufficient funds for equipment and services have been appropriated.
The schedule of fees and Manufacturer’s Suggested Retail Prices (MSRP) and Labor Rate fees are identified in the attached Placer County Contract SCN105300 (Exhibit E). 349349
EXHIBIT D
CERTIFICATE OF COMPLIANCE WITH LABOR CODE § 3700
[Labor Code § 1861]
I am aware of the provisions of Section 3700 of the Labor Code which require 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.
CONTRACTORS
By:
James Stommel, President/CFO
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Contract for Services
Stommel DBA Lehr Auto
EXHIBIT E
351351
County of Placer
Procurement Services Division
2964 Richardson Drive
Auburn, CA 95603
Phone (530) 886-2122
Supplier Contract
Contract Number SCN106312
Contract Reference 97
Contract Start Date 10/01/2023
Contract End Date 09/30/2024
Buyer Javier Terrazas
Phone Number +1 (530) 889.4252 x4252
Email [email protected]
1 Supplier:
STOMMEL INC
dba LEHR
631 N MARKET BLVD STE N
SACRAMENTO, CA 95834
This Supplier Contract shall be governed by the attached terms and conditions.
Please reference the Supplier Contract number above on all invoices and correspondence related to this order.
Summary:
Emergency Response Vehicle Supplies/Equipment and Installation Services Vendor Contact: Steve Adair, Ph. #No. 916-267-5547, Email: [email protected] County Contacts:
Probation Dept. Contact (Orders and Accounting): Chris Artim, Ph. #530-889-7912, Email: [email protected] Placer County Sheriff Contact: Matt Burgans, Ph. #530-889-7865 Sheriff Accounting: Lisa Lentz, Ph. #530-889-6919, [email protected] Placer County Fire: Sarah Poindexter, Ph. #530-889-4037 Placer County Fire Accounting: Glenn Nishimoto, Ph. #530-886-4623, [email protected] Renewal of SCN105300
This renewal was approved by the Board of Supervisors on July 25, 2023.
Payment Terms Total Contract Amount
NET 30 375,000.00
Service Lines
Line Number Description Start Date End Date Amount
1 Emergency response vehicle equipment and supplies as well as equipment installation services in accordance with the vendor's agreement to renew SCN105300 - see attached for pricing, terms, and conditions and discounts.
10/01/2023 09/30/2024 375,000.00
352352
631 North Market Street Suite N, Sacramento Ca 95834 Labor Price Increase Notice
Due to wage pressure for technicians our labor rate has increased to $125.00 per hour Effective :
October 1, 2023
October 1, 2023
To Our Valued Customers,
Due to the State of California increasing wage pressure and industry changes our new Labor Rate will need to increase from $115.00 per hour to $125.00 per hour. We understand that this is almost a 10% increase from the previous year.
Lehr provides specialized labor for the fabrication of first responder vehicles.
Historically we have only taken two labor increases in 15 years. Wages have increased annually to allow Lehr to continue to employ certified and qualified technicians. To ensure that Lehr provides the best emergency equipment installations in the industry this increase was implemented.
If you have any questions regarding the labor increase, please reach out to:
Steve Adair
Lehr
Regional Sales Manager
631 North Market St. Suite N
Sacramento, CA 95834
Cell 916.267.5547
Fax: 916.646.6656
[email protected]
353353
Additional Emergency Equipment Manufatures Discounts
Manufacture Discount of List Price
AFS 40%
Ace K‐9 2%
AEDEC 2%
American Aluminum 25%
Airgain 15%
BackRack 15%
Big Sky 10%
Brooking 20%
CHEETAH 13.33%
Copeland 15%
D&R 10%
ECCO 40%
GORhino 25%
Hint 15%
I‐Key 23%
Intermotive 10%
Jotto Desk 12%
Kussmaul 5%
Lind 2%
Lund 5%
MnStar 10%
Newmar 5%
Panorama 5%
Patrol Power 20%
Pico 35%
Pro‐Gard 20%
Ram Mounts 15%
Stico 2%
Stopstick 5%
Streamlight 30%
Secure‐Idle 5%
TigerTough 5%
Tomar 23%
Trucklite 67%
Tuffy 20%
Unity 38%
Weatherguard 10%
Westin 20%
Xantrex 20%
Panasonic Toughbooks 12%
Panasonic ICV 12%
Vigilant ALPR 12%
CradlePoint 5%
Sierra Wirless 5%
Ubiquity 2%
Fixed PODS 10%
354354
Procurement Services Division
2964 Richardson Drive ▪ Auburn, CA 95603
(530) 886-2122
20000 - Emergency Response Vehicle Equipment and Installation Services Opening Date: July 30, 2019 4:45 PM
Closing Date: August 13, 2019 3:00 PM
To ensure a complete and timely response, it is strongly recommended that you submit your bid response via our Online Bidding System.
However, if you have difficult submitting your bid online or prefer to submit your bid manually (hard-copy) for any reason, print and complete this bid package along with any required bid documents, and mail or deliver in a sealed envelope to:
Placer County Procurement Services Division
2964 Richardson Drive
Auburn, CA 95603
All bids must be submitted on original documents (no fax bids) prior to the Closing Date and Time specified above and as prescribed in this bid's General Terms and Conditions. All bids must be signed by an authorized representative of the firm. UNSIGNED OR LATE BIDS WILL BE REJECTED.
Vendors shall complete the area below for hard copy submissions:
COMPANY NAME: ____________________________________________________ Mailing Address: ____________________________________________________ City/State/Zip: ____________________________________________________ Contact Person: ____________________________________________________ Telephone: ____________________________________________________ Email: ____________________________________________________ SIGNATURE: ____________________________________________________ DATE: ____________________________________________________ Title: ____________________________________________________ By signature above, bidder hereby agrees to and accepts the terms, conditions and requirements specified in this bid, including the following bid documents and all related addenda (if any).
Vendor Details
355355
Company Name: Stommel Inc
Does your company conduct business
under any other name? If yes, please
state:
Lehr Auto Electric
Address:
4707 Northgate Blvd
Sacramento, CA 95834-1120
Contact: Steve Adair
Email: [email protected]
Phone: 916-267-5547
Fax: 916-646-6656
HST#: 61-1499917
Submission Details
Created On: Thursday August 08, 2019 16:23:20
Submitted On: Tuesday August 13, 2019 11:55:35
Submitted By: Steve Adair
Email: [email protected]
Transaction #: bf9e4edd-1317-482f-9d85-05e42711727e
Submitter's IP Address: 207.242.136.194
356356
Schedule of Prices
BID PRICING WORKSHEET - Category 1
ITEM NO. DESCRIPTION UOM EST. ANNUAL
USAGE
MANUFACTURE
R
MANUFACTURERS
PART NUMBER UNIT PRICE * EXT PRICE
PRODUCT
WARRANTY
INFORMATION
(state number
of months and
any special
terms or
provisions that
may apply)
COMMENTS
1.1 Lightbar with the following
options/modifications: Add (2) LR11
Flashing Alley Lights, LED
(SRALF1); Add (2) 500 Series
inboard LED, one red and one blue
(SLDBR); Add (2) 500 Series
inboard LED, one red and one blue
(SLDBR); Add (2) TIR high output
LED take downs, flashing or steady
(SXTDLED); and Add (2) 500
Series inboard LED, amber/amber
(SLDAA).
EA 15 Whelen LFL
Liberty SW
WeCan Series
Super-LED 54"
Lightbar
SW2RRBB $1,750.0000 $ 26,250.00 60 Whelen Master
Distributor
*
1.2 Strap Kit for LFL Liberty SW
WeCan Series Super-LED 54"
Lightbar. Strap Kit shall be
compatible with Chevrolet Tahoe
Police SUVs.
EA 15 Whelen
Engineering
STPKT71 $57.0000 $ 855.00 60 Whelen Master
Distributor
*
1.3 CenCom Sapphire Siren with
amplifier control module with pigtails,
traffic advisor module, and
microphone with CCMICX20 included
(20' microphone cable).
EA 15 Whelen
Engineering
CCSRN3
$749.00 $ 60 Whelen Master
Distributor
*
1.4 PB400 Full Aluminum Push
Bumpers. Push bumpers shall be
compatible with 2015 to current
model year Chevrolet Tahoe Police
SUVs.
EA 15 Setina
Manufacturing
Bodyguard
PB400
BK0534TAH15 $319.2000 $ 4,788.00 60 Setina Master
Distributor
*
1.5 Patrol Car Seat, black, with Laguna
Seat Belts and Rear Cargo Cage.
Patrol car seat shall be compatible
with 2011 to current model year
Chevrolet Tahoe Police SUVs.
EA 15 Laguna 3P
Products
CT5502 $1,084.0000 $ 16,260.00 60 Laguna
distributor
*
1.6 Stationary Vinyl Coated Partition
with Full Lower Extension Panel.
The partition shall be compatible
with 2015 to current model year
Chevrolet Tahoe Police SUVs.
EA 15 Setina
Manufacturing 8-
VS Series
PK0369TAH10SCA $599.2500 $ 8,988.75 60 correct Part
Number
PK0369TAH15S
CA
*
1.7 Shotgun Gun Lock EA 15 Santa Cruz SC-1H $77.0400 $ 1,155.60 12 #2 Key *
1.8 Ratchet Lock Gen. 2 EA 15 Santa Cruz SC-6H
$131.64 12 #2 Key *
1.9 Muzzle Up Partition Mount EA 30 Santa Cruz SC-915P $69.9900 $ 2,099.70 12 Authorized Distributor *
1.10 Siren Speaker EA 15 Whelen SA315P $199.99 24 Authorized Distributor *
1.11 Speaker Bracket Kit for Whelen
SA315P Speaker
EA 15 Whelen SAK1
$29.40 $ 60 Authorized
Distributor *
1.12 Plug In Headlight Flasher for 2015
to current model year Chevrolet
Tahoe Police SUVs
EA 15 SoundOff ETHTAHO-07 $65.7200 $ 985.80 60 Authorized Distributor *
1.13 Vertex Super-LED Light, Single Self-
Contained Hemispheric Light,
Color: BLUE
EA 45 Whelen VTX609B
$84.99 $ 60 Authorized
Distributor *
1.14 Vertex Super-LED Light, Single Self-
Contained Hemispheric Light,
Color: RED
EA 45 Whelen VTX609R
$84.99 $ 60 Authorized
Distributor *
1.15 Vertex Super-LED Light, Single Self-
Contained Hemispheric Light,
Color: CLEAR
EA 45 Whelen VTX609J
$$84.99 $ 60 Authorized
Distributor *
1.16 LIN3 Series Super-LED Lighthead,
Horizontal Mounting, Color: BLUE
EA 15 Whelen RSB02ZCR
$$66.60 $ 60 Authorized
Distributor *
1.17 LIN3 Series Super-LED Lighthead,
Horizontal Mounting, Color: RED
EA 15 Whelen RSR02ZCR
$66.60 $ 60 Authorized
Distributor *
1.18 Mounting Bracket for LIN3 Series
Super-LED Lighthead (Horizontal
Mounting)
EA 30 Whelen RBKT1
$10.80 $ 60 Authorized
Distributor *
357357
1.19 PAR46 LED Flood - Spotlight EA 25 Whelen
Engineering
P46FLC $154.99 $ 60 Authorized
Distributor *
1.20 PAR46 LED Spot - Spotlight EA 25 Whelen
Engineering
P46SLC
$154.99 $ 60 Authorized
Distributor *
1.21 Magnetic Mic Kit EA 25 Whelen
Engineering
MMSU-1 $34.9500 $ 873.75 12 Authorized
Distributor *
1.22 Blac-Rac Weapon Mount EA 20 Blac-Rac 1082E
$861.75 $ 12 Authorized
Distributor *
1.23 Chargeguard-Select Auto Shut-Off
Timer
EA 15 Havis Inc. CG-X $71.3800 $ 1,070.70 36 Authorized Distributor *
1.24 Littlite 12" Gooseneck Lamp with
Rehostat Control, Gooseneck
Extends From End of Chassis, Lead
Extends From Bottom of Chassis.
EA 15 Federal Signal LF12ERB $57.7500 $ 866.25 60 Authorized Distributor *
1.25 Patrol Vehicle "Placer" Console,
consisting of the following
components:Arm Rest w/2"
Extension - Lehr Auto Electric
Model# PARM002Tall, Arm Rest
Pad - Lehr Auto Electric Model#
PARP, XTL2500 3" Faceplate -
Troy Products Model#FP-MXTL5000,
Cencom 4" Faceplate - Troy
Products Model#FP-WC10285909,
1" Blank - Troy Products Model# FP-
BLNK1, 2" Blank - Troy Products
Model# FP-BLNK2, 4" Beverage
Holder - Troy Products Model#
EA 12 Lehr Auto
Electric
PCC001 $1,142.0000 $ 13,704.00 60 Authorized
Distributor
*
1.26 Mount Kit EA
1 Troy Products AC-EXP03 $117.1800 $ 117.18 60 limited Lifetime *
1.27 Speaker EA 1 Code 3 C3100ENO7 $178.3800 $ 178.38 24 Authorized Distributor *
1.28 12" Litlite Console Light EA 1 Feederal Signal LF12TRB $66.95 60 Authorized Distributor *
1.29 3 Accessory Outlet EA 2 Able2 Shoe-Me 14.0553 $21.9500 $ 43.90 24 Authorized Distributor *
1.30 Dual Stacked LED X Light EA 2 Code 3 LXEX2F-RR $411.10 $ 60 Authorized Distributor *
1.31 Wig-Wag EA 1 Sound Off LAROOBK $42.6000 $ 42.60 60 Authorized Distributor *
1.32 Double Beam Halogen Work Lamp
12V
EA
2 Hella 006991663 AS 115 $41.8200 $ 83.64 12 Authorized Distributor *
1.33 LED Strip Light EA 1 Whelen PSC0CDCR $ 112.20 $ 60 Authorized Distributor *
1.34 2007-2010 Ford Expedition Base EA 1 Gamber Johnson 7160-446- $113.4000 $ 113.40 60 Part Number 7160-0046 *
1.35 Mongoose 9" Locking Slide Arm w/o
Standard Attachment
EA
1 Gamber Johnson 7160-0219 $247.8000 $ 247.80 60 Part has been discontinued
replacement
quoted 7160-
0220
*
1.36 Tlt Swivel Attachment EA
1 Gamber Johnson DS-CLEVIS $56.0000 $ 56.00 60 Discontinued part -
replacement
quoted 7110-
1008
*
1.37 Radio Ray Wireless Spot Light EA
1 GoLight 7900 $244.1100 $ 244.11 36 Limited 3yr
warranty *
1.38 18" Console EA 1 Troy Products CC-MC18 384.48 $ 60 Authorized Distributor *
Subtotal: $ 124,020.15
358358
359359
Bid Questions
Delivery Time: Bidders shall indicate their delivery time (after an order is received) for items specified in this bid without installation services in the space provided. Indicate your Delivery Time in Days
Delivery time 2-21 days. (In stock items 1-2 days, Items needed to be ordered up to 3 weeks however we stock many of your every day items.)
Turnaround Time: Bidders shall indicate their normal
turnaround time for a fully installed emergency vehicle in the space provided. Indicate your Turnaround Time in
Days
3-5 business days
**Note: If installation service is needed on behalf of Placer County Fire Department, the County intends to deliver and pick up the vehicles at the successful firm's location. As an option, Placer County Fire may require the successful firm to pick up and/or deliver a vehicle. Bidder shall provide rates for pick up and delivery service to be charged one- way, from vendor's shop to Placer County Fire facility
only.**
$65 per hour based on Map Quest travel time 35 minutes travel time Travel Rate: Bidders shall provide rates for pick up and delivery service to be charges one-way, from the vendor's shop to the Placer County Fire Department address:
13760 Lincoln Way Auburn, CA 95603. Indicate your travel rate
$65 per hour based on Map Quest travel time 35 minutes travel time Travel Time: Bidders shall provide rates for pick up and delivery service to be charges one-way, from the vendor's shop to the Placer County Fire Department address:
13760 Lincoln Way Auburn, CA 95603. Indicate your
Travel Time
$65 per hour based on Map Quest travel time 35 minutes travel time Documents
Upload additional information here - optional, unless otherwise denoted as mandatory (with asterisk):
Additional Document - Additional Discounts.xlsx - Tuesday August 13, 2019 11:36:56 360360
Attachment A
Bid No. 20000
COUNTY OF PLACER
EMERGENCY RESPONSE VEHICLE EQUIPMENT AND INSTALLATION SERVICES
SUPPLEMENTAL TERMS AND CONDITIONS
1. DOCUMENTS
Below are the documents associated with this bid.
Attachment A – Supplemental Terms and Conditions
Attachment B – Scope of Work
Attachment C – Insurance Requirements
Attachment D – Lightbar Configuration (Patrol Vehicle)
2. OVERVIEW
Placer County is soliciting bids for the purchase and installation of emergency response vehicle equipment & related supplies for the Placer County sheriff’s Office and Placer County Fire Department. Placer County intends to award a supplier contract for the purchase emergency response vehicle equipment and installation services on an as-needed basis. The items, quantities, sample jobs, services, and occurrences listed in this bid represent the County’s estimated annual requirements and will be utilized for evaluation purposes only. The County does not guarantee any minimum or maximum quantities that will be purchased or minimum or maximum dollar amounts to be spent throughout the term of the resulting agreement(s). Please note that the County requires NEW PRODUCT ONLY – No refurbished, demo, or restored products will be accepted unless specifically authorized by County staff.
3. PRICING
Responding bidders shall indicate their hourly shop rate for the services described herein as well as provide firm, fixed prices and discounts off list prices for the emergency response vehicle equipment and supplies listed in this bid for the initial contract period of approximately one year from the date this bid is awarded. Pricing offered in the bid line items herein shall be for services provided during the successful firm’s normal business hours. Overtime will not be required. The bidder’s shop labor rate per hour offered herein shall apply to all vehicle and equipment makes, models, and types.
The prices offered by bidders shall be exclusive of sales tax (applicable sales tax shall be added to the County’s invoices). The discounts offered by bidders for the brands listed in this solicitation shall be calculated and billed in addition to any invoice terms that are offered.
All rates shall be billed in accordance with the bidders offered pricing. The County will not accept or pay any premiums, administrative surcharge costs, or any other surcharges that are not identified in the bidder’s response. Charges imposed by the State of California or Federal Government after the bid has been awarded will be honored.
361361
Attachment A
Bid No. 20000
4. AWARD
4.1. This bid shall be evaluated and awarded by an all-or-none basis. The bid evaluation will consider the total cost to install the Sheriff’s Office patrol vehicle equipment into a typical Chevrolet Tahoe 4x2 and 4x4 for items 1.1 through 1.25 and a Ford Expedition for the Placer County Fire Department for items 1.26 through 1.38 for evaluation purposes. This cost will be determined by multiplying the firm’s shop labor rate by the total estimated time to install the equipment, as determined by the County. The estimated installation time will be 18 hours of labor for evaluation purposes only. Local Vendor Preference (if applicable), prompt payment discounts, optional pick up/delivery rates, travel time, travel time rate, turnaround time, and adherence to all conditions and requirements of this bid will also be considered.
Bidders are not required to bid on all categories to be considered for award however Placer County reserves the right to award the bid based on pricing offered for the most categories.
4.2. An example of a typical Chevrolet Tahoe patrol vehicle installation includes the following equipment (manufacturer or supplier is shown in parenthesis – no substitutions):
Light Bar System (Whelen/Cencom)
Headlight Flasher (Soundoff)
Siren Speaker and Bracket (Whelen)
Maplight (Little Lite)
Radio Mounting Console (Lehr)
Cage (Setina)
Gun Locks – 2 per vehicle (Santa Cruz)
Push Bumper (Setina)
All emergency equipment, dome light, and spotlight are require d to be wired to an auxiliary power source in the rear of the vehicle. All power should be timed and disconnected as to protect the vehicle from a dead battery.
4.3. Other public agencies may elect to “piggyback” on the County’s resulting agreement(s). It will be the responsibility of the other agencies to execute separate contracts with the successful bidder(s) at the same bid pricing (refer to this Bid’s General Terms and Conditions, Section 22) through the end of the initial contract period. Any subsequent renewal pricing and terms successfully negotiated between Placer County and the successful bidder(s) would be made available to those other agencies.
5. DELIVERY REQUIREMENTS
5.1. Bidder’s pricing for equipment and supplies shall be FOB Destination, freight prepaid and assumed by the successful bidder, inside delivery to the following address:
Placer County Sheriff’s Office
2929 Richardson Drive, Ste. A
Auburn, CA 95603
Placer County Fire Department
13760 Lincoln Way
Auburn, CA 95603
362362
Attachment A
Bid No. 20000
5.2. The successful bidder shall deliver regular orders within five (5) business days of order placement for the complete order (no partial deliveries will be allowed unless specifically approved by County staff at the time the order is placed). There will also be occasions where the County will need to place an emergency order, which shall be defined as items which are so urgently needed that they must be delivered within forty-eight (48) hours of placing the order or items that are not available from the vendor’s normal inventory. In these instances actual freight charges will be allowed with written approval from the County employee placing the order. All freight charges shall be prepaid by the vendor and added to the resulting invoice. Freight collect charges will not be allowed. The vendor shall clearly advise County personnel of such emergency order circumstances for authorization at the time the order is placed with the vendor.
5.3. If the County’s orders are not delivered within the delivery times specified herein, the County reserves the right to cancel the order and obtain the products from another source. In the event that the County must make such open market purchases, the County reserves the right to exercise the provisions of Section 17 of this bid’s General Terms and Conditions.
Continued non-compliance with the stated delivery times may be cause for cancellation of the resulting agreement.
6. PRICE LISTS
Placer County requests that the successful bidder provide pric e lists upon award of the resulting agreement for each of the manufacturer discounts offered in the successful bidder’s completed Bid Pricing Worksheet. The County will accept electronic versions of the price lists if hard copies are not available (e.g. CD’s, flash drives, etc.). These lists will be used to verify the discount pricing on the resulting invoices. All price lists shall be provided free of charge to the County. The County also prefers that the successful bidder(s) state the manufacturer’s list price, the bidder’s offered discount off list price, and the net price for each part purchased on the resulting invoices. The successful bidder shall be responsible for notifying the Placer County Sheriff’s Office primary contact as well as the Procurement Services Division of any changes or updates to the bidder’s/manufacturer’s published catalog/list prices that occur during the contract period.
7. INSURANCE REQUIREMENTS
The successful bidder shall be required to furnish a certificate of insurance within ten (10) calendar days following receipt of a Notice of Award demonstrating proof of coverage in the amounts specified in Attachment C, Insurance Requirements.
8. SUBCONTRACTING
The successful bidder shall not subcontract any portion of the work to be performed under the resulting agreement.
9. EQUIVALENT/ALTERNATE OFFERS
Due to the standardization of the County’s emergency response vehicle equipment including the County’s inventory of repair/replacement parts as well as staff training issues, bids will only be accepted for the brand and model emergency response vehicle equipment and supplies specified in the Bid Worksheet.
363363
Attachment A
Bid No. 20000
10. SERVICE STANDARDS
The successful bidder shall provide all necessary personnel, tools, parts, materials, and equipment to perform the services described herein. The successful bidder shall perform all work in such a manner as to meet all accepted standards for safe practices for emergency response vehicle equipment installation services and to safely maintain stored equipment or other hazards consequential or related to the work. The successful bidder agrees to accept the sole responsibility for complying with all local, County, State or other legal requirements at all times including, but not limited to, O.S.H.A. and CAL. O.S.H.A. Safety Orders. The successful bidder must meet all EPA standards as well as all Federal, State, and Local laws, standards, and regulatory and permitting requirements while performing services on behalf of Placer County.
11. WORKMANSHIP
All services shall be performed in accordance with the highest standards prevailing in the trades. All of the successful bidder’s employees shall be especially skilled and appropriately trained and certified for the kind of work for which they are employed. Should the successful bidder’s Manager and/or Placer County staff deem anyone employed by the successful bidder incapable of completing the work required, the successful bidder shall immediately dismiss the employee from performing services on behalf of the County. Such removal shall not be considered a basis for employee’s claim for compensation or damages against the County, or any of its officers or agents. 364364
Attachment B
Bid No. 20000
COUNTY OF PLACER
EMERGENCY RESPONSE VEHICLE EQUIPMENT AND INSTALLATION SERVICES
SCOPE OF WORK
1.0 The successful bidder shall be regularly established in the business of routine emergency vehicle lighting and equipment installation services on a variety of patrol vehicles, light trucks, and fire trucks. Responding firms shall have staff experienced in the installation of law enforcement and fire department radios, “Code 3” emergency equipment, prisoner partitions, mounting consoles, trunk racks, cages and gun locks at a minimum.
2.0 The successful bidder shall be qualified and capable of performing equipment installation services on various types of emergency response vehicles and equipment including, but not limited to, law enforcement sedans, sport utility vehicles, trucks, undercover vehicles, trailers, off-highway vehicles, and boats, including Type I and Type II engines.
3.0 Time is of the essence in returning County vehicles to service. The successful bidder agrees that work performed under the resulting agreement shall receive top priority over other work in the successful bidder’s shop. If the County determines that the workload of the successful bidder is such that timeliness is not possible in a given situation, the County reserves the right to assign the job to another vendor.
4.0 In the event that the successful bidder is unable to respond or complete the requested services within the bidder’s stated turnaround time, the successful bidder shall notify the County designated contact person immediately prior to commencing work. The County at its sole discretion may elect to utilize the services of another vendor in such instances and will notify the successful bidder if such intention is to be exercised.
5.0 The successful bidder agrees that the County has the right to view any work performed on a County vehicle at the successful bidder’s facility at any time, whether or not services have been completed. The successful bidder agrees that the County has the right to audit any work performed by the successful bidder.
6.0 The successful bidder warrants the goods furnished to be of the highest quality, complying with the specifications and free from all defects whatsoever in workmanship and materials, for a minimum period of one year from the date of delivery. Replacements and repairs under this warranty are to be made by the successful bidder at no cost and to the satisfaction of the County. Equipment installations shall be guaranteed for as long as the County owns/possesses the vehicle.
7.0 The successful bidder agrees that the County has the right to make the final determination as to whether services have been satisfactorily completed. The successful bidder shall include County staff on a walk-through of the vehicle to confirm that all equipment is installed and functioning correctly and testing the equipment prior to the County's acceptance of the work as being completed. Should any portion of the work to be done which, due to any cause, is not in accordance with the specifications or is not satisfactorily completed, it will be rejected and the successful bidder shall immediately make a satisfactory arrangement with the County before proceeding with other work. The successful bidder shall promptly correct all work rejected by the County as faulty, defective, or failing to conform to the product specifications or scope of 365365
Attachment B
Bid No. 20000
work defined herein, whether observed before or after substantial completion of the work and whether or not inspected, tested, repaired, fabricated, installed, or completed. The successful bidder shall bear all costs of correcting such rejected work. This provision applies during the contract term and any resulting renewal periods.
8.0 The successful bidder shall be held responsible for any breakage or loss of the County’s vehicles or equipment while performing service on the County’s vehicles. The successful bidder shall be responsible for restoring or replacing any equipment, vehicle, etc. so damaged to the satisfaction of the County and at the sole expense of the successful bidder. The successful bidder shall immediately report to the County any damages to the vehicle or equipment resulting from services performed under the resulting agreement.
9.0 The successful bidder, at the County’s request, shall provide a field representative to meet with County personnel at least once a month to review the department's inventory levels, discuss the department's emergency lighting and equipment requirements and introduce additional products to address any County needs. The successful bidder shall also have technical staff available to conduct scheduled on-site meetings at the County’s request. The successful bidder shall provide inside sales support capable of providing product specification sheets, quotations, order placement and expediting, via fax and telephone at the County’s request.
366366
Attachment C
Bid No. 20000
PLACER COUNTY INSURANCE REQUIREMENTS
1. HOLD HARMLESS AND INDEMNIFICATION AGREEMENT
The CONTRACTOR shall save, keep, hold harmless, defend, and in demnify PLACER COUNTY from all damages, costs, or expenses in law or equity that may at any time arise or be set up because of damages to property or personal injury received by reason of or in the course of performing work which may be occasioned by any willful or negligent act or omissions of the CONTRACTOR, any of the CONTRACTOR'S employees, o r a n y subcontractors.
The CONTRACTOR shall be responsible for any liability imposed by law and for death, injury, or damage to property of any person including, but not limited to, workmen, subcontractors, and the public, resulting from any cause whatsoever during the progress of the work or at any time before its completion and final acceptance.
If any judgment is rendered against PLACER COUNTY for any inju ry, death, or damage caused by CONTRACTOR as a result of work performed or completed , pursuant to this agreement, CONTRACTOR shall, at its own expense, satisfy and discharge any judgment.
As used above, the term PLACER COUNTY means PLACER COUNTY, its o f f i c e r s , agents, employees, and volunteers.
2. INSURANCE:
CONTRACTOR shall file with the COUNTY concurrently herewith a Certificate of Insurance, in companies acceptable to COUNTY, with a Best's Rat ing of no less than A- :VII showing.
3. WORKER'S COMPENSATION AND E MPLOYERS LIABILITY INSURANCE:
Worker's Compensation Insurance shall be provided as required by a ny ap p lica b le law o r regulation. Employer's liability insurance shall be provided i n amounts not less than one million dollars ($1,000,000) each accident for bodily injury by accident, one million dollars ($1,000,000) policy limit for bodily injury by disease, and one million dollars ($1,000,000) each employee for bodily injury by disease.
If there is an exposure of injury to PROVIDER'S employees unde r the U.S. Longshoremen's and Harbor Worker's Compensation A c t , t h e J o n e s A c t , o r u n d e r laws, regulations, or 367367
Attachment C
Bid No. 20000
statutes applicable to maritime employees, coverage shall be in cluded for such injuries or claims.
Each Worker's Compensation po licy shall be endorsed with the following specific language:
Cancellation Notice - “This polic y shall not be changed without first giving thirty (30) days prior written notice and ten (10) days prior written notice of cancellation for non-payment of premium to the County of Placer.”
Waiver of Subrogation - The workers’ compensation policy shall be endorsed to state that the workers’ compensation carrier waives its right of subrogati on against the County, its officers, directors, officials, employees, agents or volunteers, which might arise by reason of payment under such policy in connection with performance under this agreement by the CONSULTANT.
CONTRACTOR shall require all SU BCONTRACTORS to maintain adequa te Workers' Compensation insurance. Certificates of Workers' Compensation shall be filed forthwith with the County upon demand.
4. GENERAL LIABILITY INSURANCE:
A. Comprehensive General Liab ility or Commercial General Liabi lity insurance covering all operations by or on behalf of CONTRACTOR, providing insurance for bodily injury liability and prop erty damage liability for the l imits of liability indicated below and including coverage for:
(1) Products and completed operations;
(2) Contractual liability insuring the obligations assumed by CONTRACTOR in this Agreement; and
(3) Broad form property damage (including completed operations)
Except with respect to bodily injury and property damage incl uded within the products and completed operations hazards, the aggregate limits, where applicable, shall apply separately to CONTRACTOR'S work under the Contract.
B. One of the following forms is required:
(1) Comprehensive General Liability;
(2) Commercial General Liability (Occurrence); or
(3) Commercial General Liability (Claims Made).
C. If CONTRACTOR carries a Com prehensive General Liability policy, the limits of liability shall not be less than a Combined Single Limit for bodily injury, property damage, and Personal Injury Liability of:
One million dollars ($1,000,000) each occurrence
368368
Attachment C
Bid No. 20000
Two million dollars ($2,000,000) aggregate
D. If CONTRACTOR carries a Com mercial General Liability (Occurrence) policy:
(1) The limits of liability shall not be less than:
One million dollars ($1,000,000) each occurrence (combined single limit for bodily injury and property damage)
One million dollars ($1,000,000) for Products Completed Operations Two million dollars ($2,000,000) General Aggregate
(2) If the policy does not have an endorsement providing that t h e G e n e r a l Aggregate Limit applies separately, or if defense costs are inc luded in the aggregate limits, then the required aggregate limits shall be t wo million dollars ($2,000,000).
E. Special Claims Made Policy Form Provisions:
CONTRACTOR shall not provide a Commercial General Liability (Claims Made) policy without the express prio r written consent of COUNTY, whi ch consent, if given, shall be subject to the following conditions:
(1) The limits of liability shall not be less than:
One million dollars ($1,000,000) each occurrence (combined single limit for bodily injury and property damage)
One million dollars ($1 ,000,000) aggregate fo r Products Complet ed Operations
Two million dollars ($2,000,000) General Aggregate
(2) The insurance coverage provided by CONTRACTOR shall conta in language providing coverage up to one (1) year following the completion of the contract in order to provide insurance coverage for the hold ha rmless provisions herein if the policy is a claims-made policy.
Conformity of Coverages - If more than one policy is used to meet the required coverages, such as a separate umbrella policy, such policies shall be consistent with all other applicable policies used to meet these minimum requirements. For example, all policies shall be Occurrence Liability policies or all shall be Claims Made Liability policies, if approved by the County as noted above. In no cases shall the types of polices be different.
5. ENDORSEMENTS:
Each Comprehensive or Commerc ial General Liability policy shal l be endorsed with the following specific language:
369369
Attachment C
Bid No. 20000
A. "The County of Placer, its officers, agents, employees, and volunteers are to be covered as an additional insured for all liability arising out of the operations by or on behalf of the named insured in the performance of this Agreement."
B. "The insurance provided by the Contractor, including any ex cess liability or umbrella form coverage, is primary coverage to the County of Placer with respect to any insurance or self-insurance programs maintained by the County of Placer and no insurance held or owned by the County of Placer shall be called upon to contribute to a loss."
C. “This policy shall not be cha nged without first giving thirty (30) days prior written notice and ten (10) days prior written notice of cancellation f or non-payment of premium to the County of Placer.”
6. AUTOMOBILE LIAB ILITY INSURANCE:
Automobile Liability insurance co vering bodily injury and property damage in an amount no less than one million dollars ($1,000,000) combined single limit for each occurrence.
Covered vehicles shall include owned, non-owned, and hired automobiles/trucks.
7. ADDITIONAL REQUIREMENTS:
Premium Payments - The insurance companies shall have no recourse against the COUNTY and funding agencies, its officers and employees or any of them for payment of any premiums or assessments under any policy issued by a mutual insurance company.
Policy Deductibles - The CONTRACTOR shall be responsible for all deductibles in all of the CONSULTANT’s insurance policies. The maximum amount of allowable deductible for insurance coverage required herein shall be $25,000.
CONTRACTOR’s Obligations - CONTRACTOR’s indemnity and other obligations shall not be limited by the foregoing insurance requirements and shall survive the expiration of this agreement.
Verification of Coverage - CONTRACTOR shall furnish the County with original certificates and amendatory endorsements or copies of the applicable policy language effecting coverage required by this clause. All certificates and endorsements are to be received and approved by the County before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the CONTRACTOR’s obligation to provide them. The County reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.
370370
Attachment C
Bid No. 20000
Material Breach - Failure of the CONTRACTOR to maintain the insurance required by this agreement, or to comply with any of the requirements of this section, shall constitute a material breach of the entire agreement.
Certificate Holder –Placer County subscribes to a service that monitors insurance certificates for compliance with the above requirements. The C ertificate Holder on insurance certificates and related documents should read as follows:
County of Placer
c/o EXIGIS LLC
PO Box 4668 ECM #35050
New York, NY 10168-4668
Fax: 888-355-3599
Email: [email protected]
Upon initial award of a contract to your firm, Exigis will cont act you with further instructions for providing insur ance certificates which meet th e terms of the contract.
Certificates which amend or alter the coverage during the term of the contract, including updated certificates due to policy renewal, should be sent dire ctly to Exigis via fax or email as indicated above.
***SOLE PROPRIETER LANGUAGE:
Workers’ Compensation
CONTRACTOR represents they have no employees and, therefore, not required to have Workers’ Compensation coverage.
CONTRACTOR agrees they have no rights, entitlements or claim against COUNTY for any type of employment benefits or workers’ compensation or other programs afforded to COUNTY employees.
371371
372372
Terms & Conditions
INVITATION FOR BIDS
GENERAL TERMS AND CONDITIONS
The following provisions are hereby made a part of this Invitation for Bids ("bid") by reference and attachment to the Invitation for Bids document. Any contract award made as the result of this bid shall be governed by these General Terms and Conditions. By submission of a bid, bidder does agree if the bid is accepted within 90 calendar days from the date of opening, to furnish to furnish the product(s) and/or service(s) pursuant to these conditions. In the event of a contract award pursuant to this bid, performance by the successful bidder of any or all of the services, or delivery of any or all of the products defined herein, shall constitute acceptance of all terms, conditions and requirements of the resulting agreement.
WARNING: It is the bidder’s responsibility to monitor the County’s website for possible addenda to this bid to inform him/herself of the most current specifications, terms, and conditions (see also Section 4 below), and to submit his/her bid in accordance with the original bid requirements and all addenda. All available bids and related addenda can be found at: https://placer.bidsandtenders.net. Failure of bidder to obtain this information shall not relieve him/her of the requirements contained therein. Additionally, failure of bidder to respond to any addenda, when required, may be cause for rejection of his/her bid.
1. GENERAL. These provisions are standard for all County contracts. The County may delete or modify any of these standard provisions for a particular contract by indicating a change in the special instructions to bidders or in the bid. Any bidder accepting a contract award as the result of this bid agrees that the provisions included within this Invitation for Bid shall prevail over any conflicting provision within any standard form contract of the bidder.
2. SUBMISSION OF BIDS. Bids shall be submitted to the Procurement Services Division either online, by using the Placer County EBid System, or in hard-copy form (see below for instructions). All bids must be submitted prior to the date and time specified in this solicitation. Bids shall be submitted by an employee who is authorized to commit his/her firm or organization to the provisions of the bid. Any exceptions to the specifications, terms, or conditions of this solicitation shall be clearly indicated by bidder.
SUBMISSION OF HARD-COPY BIDS. Bidders who wish to submit bids in hard-copy form in lieu of using the Placer County EBid System shall submit their bids to the Procurement Services Division, 2964 Richardson Drive, Auburn, California, 95603, between the hours of 8:00 am and 5:00 PM (Pacific), Monday through Friday (excluding County holidays). Hard-copy bids shall be submitted in a sealed envelope which clearly identifies the bid number, commodity, and closing date and time. Bids shall be submitted on the bid forms provided by the County, which may be downloaded from the EBid System or obtained from Procurement Services. Hard-copy bids must be signed by an authorized employee of the firm. The County shall not be responsible for bids delivered to a person/location other than that specified herein. Bids shall be in ink or typewritten and all changes and/or erasures shall be initialed and dated in ink. Any exceptions to the specifications, terms, or conditions of this solicitation shall be clearly indicated by bidder, without obliterating the original text or images contained herein.
WARNING: Late bids or unsigned bids shall not be accepted under any circumstances. Facsimile or telephone bids shall not be accepted.
3. AMENDMENTS TO THE BID. Any amendment to this bid is valid only if in writing and issued by the Placer County Procurement Services Division.
REQUESTS FOR CLARIFICATION/INFORMATION. Bidders are instructed to contact the Placer County Buyer/Contact Person(s) specifically identified in this bid for further clarification or information related to the specifications, terms, conditions, or evaluation of this bid. Information provided by other than the named contact person may be invalid, and responses which are submitted in accordance with such information may be declared non-responsive. Additionally, contacts made with other County staff in an attempt to circumvent or interfere with the County’s standard bidding and evaluation practices may be grounds for disqualification of the bidder. Questions should be submitted using the Question tool on the Bids&Tenders site. Questions submitted within four (4) County working days of the bid opening date may not be answered.
4. NON-COLLUSION. The bidder certifies that his bid is made without any previous understanding, agreement or connection with any person, firm or corporation making a bid for the same project and is in all respects fair, without outside control, collusion, fraud or otherwise illegal action.
5. CONFLICT OF INTEREST. Bidder states that no County officer or employee, nor any business entity in which they have an interest, has an interest in the bid awarded or has been employed or retained to solicit or aid in the procuring of the resulting contract, nor will any such person be employed in the performance of such contract.
6. AWARD. The contract may be awarded to the lowest responsible and responsive bidder complying with the provisions of the Invitation for Bid. In determining whether a bid is lowest and responsive, and the bidder responsible, the following may be considered by the County: a) Ability to perform the service required within the specified time; b) Reputation, judgment and experience; c) The quality of performance in previous contracts; d) Previous compliance with laws, as well as employment practices; e) Financial ability to perform the contract; f) The quality, availability and adaptability of the supplies or the contractual services to the particular use required; g) Ability to provide maintenance and service; h) Whether the bidder is in arrears to the County, in debt on contract, is a defaulter on surety to the County or whether the bidder’s taxes or assessments are delinquent; i) The resale value and life cycle costs of the items; j) Such other information as identified in the Purchasing Policy Manual having bearing on the decision to make the award. The award analysis will also include consideration for Local Vendor Preference (per Section 18 below) and any prompt pay discounts offered by the bidder (per Section 19 below). The County reserves the right to reject any and all bids and to waive any informality in bids received whenever such rejection or waiver is in the interest of the County. The County also reserves the right to reject the bid of a bidder who has previously failed to perform properly. The County may award bids by line item, category, or on an all-or-none basis.
7. MERCHANTABILITY. There shall be an implied warranty of merchantability and fitness for an intended use. Any bid submittals taking exception to this requirement may, at the County’s option, be considered non-responsive.
8. SAMPLES. Samples of items, when required, must be furnished free of expense to Placer County and if not destroyed by tests will, upon request, be returned at bidder’s expense. Samples of selected items may be retained for comparison.
9. MANUFACTURER’S NAME AND APPROVED EQUIVALENTS. Unless otherwise specified, manufacturer’s names, trade names, brand names, information and/or catalog numbers listed in a specification are intended only to identify the quality level desired. They are not intended to limit competition. The bidder may offer any equivalent product, which meets or exceeds the specifications. If bids are based on equivalent products, the bids must: 1) Indicate on the bid form the alternate manufacturer’s name and catalog number; 2) Include complete descriptive literature and/or specifications; 3) Include proof that the proposed equivalent shall meet the specifications. The County reserves the right to be the sole judge of what is equal and acceptable. If bidder fails to name a substitute, goods identical to the bid standard must be furnished.
10. INSURANCE AND INDEMNIFICATION. The awarded bidder may be required to provide proof of liability, automobile, and/or workers compensation insurance. If required, the minimum coverage requirements will be identified in the bidding documents. All costs of complying with the insurance requirements shall be included in your pricing. The selected firm shall provide complete and valid insurance certificates within ten (10) days of the County’s written request. Failure to provide the documents within the time stated may result in the rejection of the bid response and/or cancellation of the resulting contract or purchase order.
Unless indemnification requirements are stated otherwise in this solicitation, said requirements shall be as follows: The awarded bidder ("Contractor") hereby agrees to protect, defend, indemnify, and hold Placer County free and harmless from any and all losses, claims, liens, demands, and causes of action of every kind and character including, but not limited to the amounts of judgments, penalties, interest, court costs, legal fees, and all other expenses incurred by Placer County arising in favor of any party, including claims, liens, debts, personal injuries, death, or damages to property (including employees or property of the County) and without limitation by enumeration, all other claims or demands of every character occurring or any way incident to, in connection with or arising directly or indirectly out of, the contract or agreement. The Contractor agrees to investigate, handle, respond to, provide defense for, and defend any such claims, demand, or suit at the sole expense of the Contractor. Contractor also agrees to bear all other costs and expenses related thereto, even if the claim or claims alleged are groundless, false, or fraudulent. This provision is not intended to create any cause of action in favor of any third party against Contractor or the County or to enlarge in any way the Contractor’s liability but is intended solely to provide for indemnification of Placer County from liability for 373373
damages or injuries to third persons or property arising from Contractor’s performance pursuant to the resulting contract or agreement.
11. FORCE MAJEURE. If an emergency or natural disaster causes delay or interferes with the use or delivery of the products/services described in this bid, deliveries may be suspended as long as needed to remove the cause or repair the damage. An emergency or natural disaster includes fire, flood, blizzard, strike, accident, consequences of foreign or domestic war, or any other cause beyond the control of the parties. The County reserves the right to acquire from other sources any products/services during any suspension of delivery.
12. TAXES. Placer County is exempt from Federal Excise Tax; an exemption certificate will be furnished upon request. Placer County is not exempt from California State sales/use taxes. All applicable State sales/use taxes will be added to the purchase order.
13. DELIVERY. All prices bid must be FOB Destination, unloaded inside and assembled unless otherwise indicated.
14. FIXED CONTRACT QUANTITIES. Purchase order(s) for full quantities will be issued to successful bidder(s) after notification of award and receipt of all required documents.
15. OPEN-END CONTRACT. No guarantee is expressed or implied as to the total quantity of commodities/services to be purchased under any open-end contract. Estimated quantities/bid ratio or discounts from manufacturer’s list price may be used for bid comparison. The County reserves the right to: issue purchase orders as and when required; or issue a contract for individual agencies or multiple County agencies; or any combination of the preceding. No delivery shall be made without a written order by the County, unless otherwise specifically provided for in the contract. If in a subsequent year the vendor offers to supply his goods and service for the same bid price, or in the event the supplier is willing to negotiate to the satisfaction of Placer County any justifiable price increase prior to the succeeding year’s contract renewal and if the service provided by the supplier was to the satisfaction of the County, the County of Placer reserves the right to extend the period of the resulting contract on a year-to-year basis. Alternatively, the bid solicitation may set forth specific renewal terms. Bidder certifies that prices charged to the County for non-listed commodities or no-fixed price items are equal to or less than those charged the bidder’s most favored customer for comparable quantities under similar terms and conditions.
16. TERMINATION OF CONTRACT. In the event of a material breach of the contractual obligations by the Contractor, the County may terminate the contract. At its sole discretion, the County may give the contractor an opportunity to cure the breach or to explain how the breach will be cured. The actual cure must be completed within no more than 10 working days from notification, or at minimum the contractor must provide the county within 10 working days from notification a written plan detailing how the contractor intends to cure the breach. If the contractor fails to cure the breach or if circumstances demand immediate action, the County will issue a notice of immediate termination.
Supplier Contracts may be terminated by the County without cause upon 30 calendar days’ written notice.
17. NON-APPROPRIATION. In the event that sufficient funds are not appropriated and budgeted for the payment of goods or services described herein, the agreement shall immediately terminate on the last day of the fiscal period for which appropriations were received or other amounts were available to pay the amounts due under the agreement, without penalty or expense to the County of any kind whatsoever, except that the County will be liable for payment of any unpaid invoices for goods or services which were delivered prior to the end of the last fiscal period for which appropriations were made.
18. RIGHTS AND REMEDIES OF COUNTY FOR DEFAULT. If any item or service furnished by the vendor fails to conform to bid specifications, or to the sample submitted by the vendor with his bid (if any), or if the vendor fails to deliver the items or perform any services required by the contract in the time and manner prescribed, the County may reject the products and/or services provided. Upon rejection, the vendor must promptly reclaim and remove any rejected items without expense to the County, and shall immediately replace all such rejected items with others conforming to such specifications or samples, and/or correct the service deficiency. If the vendor fails to do so, the County has the right to purchase in the open market a corresponding quantity of the rejected items, or have another firm provide the required service, and to deduct from any monies due the vendor the difference between the price named in the contract or purchase order and the actual cost to the County. If the vendor breaches the contract or purchase order, any loss or damage sustained by the County in procuring items which the vendor therein agreed to supply shall be borne and paid for by the vendor. The rights and remedies of the County identified above are in addition to any other rights and remedies provided by law or under the contract. In any legal proceeding brought to enforce the terms of the herein agreement, the prevailing party shall be entitled to an award of reasonable attorney’s fees and costs incurred as a result of enforcing the terms of this agreement.
19. LOCAL VENDOR PREFERENCE. A local preference credit of 5.0% for Placer County businesses will be permitted when evaluating bids for supplies, equipment, materials and services that are not part of a public project. Bidders claiming local vendor preference must submit an Affidavit of Eligibility with their bid, unless an authorized affidavit is already on file with Placer County Procurement. Preference criteria and affidavit forms are available on our website at: https://www.placer.ca.gov/1408/Local- Vendor-Preference
20. INVOICES AND PAYMENT TERMS. Invoices are to be mailed to the County department specified on the resulting purchase order or contract. All invoices must include the purchase order or contract number. Failure to comply will result in delayed payments. The County will make payment on a Net 30-day basis unless a cash discount is allowed for payment within the time period specified by vendor. The payment term shall begin on the date the merchandise is inspected, delivered and accepted by the County, or on the date a correct invoice is received in the office specified in the order, whichever is later. Prompt payment discounts shall be considered earned if payment is postmarked or personally delivered within the prescribed term. For the purposes of this section, the beginning date described above shall be considered day zero for the purposes of counting days in the prescribed term. For the purposes of bid evaluation, the County will only consider discount periods of ten (10) days or more. LATE FEES: In accordance with Section 926.10 of the California Government Code, Placer County may pay interest at not more than the rate of 6% per annum on invoices which are unpaid 61 or more days beyond the “beginning date” or “day zero” as defined above. In cases where this policy may conflict with other terms provided by the supplier, this provision shall prevail.
21. LEGAL REQUIREMENTS. Federal, State, County and local ordinances, rules and regulations, and policies shall govern development, submittal and evaluation of bids and disputes about bids. Lack of knowledge by any bidder about applicable law is not a defense.
22. ASSIGNMENT. Any contract awarded shall not be assignable by the vendor without the express written approval of the County, and shall not become an asset in any bankruptcy, receivership or guardianship proceedings.
23. OTHER AGENCIES. The successful vendor shall agree to extend Placer County contract prices and terms to other governmental agencies. Any contract resulting from this requirement shall be executed by the successful vendor and the other agency. Placer County will not be a party to “other agency” contracts.
24. PROTEST AND APPEAL PROCESS. Any actual or prospective bidder or contractor who is aggrieved in connection with the solicitation or award of a contract may protest to the Director of Administrative Services in the manner prescribed by Section 10.0 of the Placer County Purchasing Policy. The protest shall be submitted in writing to the Director of Administrative Services within seven (7) County business days after such aggrieved person or company knows or should have known of the facts giving rise thereto.
25. RECYCLED PRODUCT PREFERENCE. A preference of 10% will be given to bids for products meeting the definition of recycled product cited in Public Contract Code Sections 22150 - 22154. In order to be granted this preference bidder shall provide statements and/or documentation as supporting evidence that the product(s) meets the definition.
26. PATENT INFRINGEMENT. Supplier shall indemnify and hold harmless County, its agents and employees, against and from any and all actions, suits, liabilities, prosecutions, penalties, settlements, losses, damages, costs, charges, attorney’s fees, and all other expenses which may arise directly or indirectly from any claim that any of the products supplied by supplier infringes any patent, copyright, trade secret, or other property right.
27. VENDOR FINANCIAL STABILITY. If a vendor is currently involved in an ongoing bankruptcy as a debtor, or in a reorganization, liquidation, or dissolution proceeding, or if a trustee or receiver has been appointed over all or a substantial portion of the property of the vendor under federal bankruptcy law or any state insolvency law, the vendor must provide the County with that information as part of its bid/proposal. In accordance with Section 3.12(g) of the Placer County Purchasing Policy Manual and paragraph 8.e. of this document, the County may use information regarding a bidder’s financial responsibility when making an award determination.
The County reserves the right to take any action available if it discovers a failure to provide such information to the County, including but not limited to, a determination that the vendor should be declared non-responsible and/or non-responsive, and suspension or debarment of the vendor, in accordance with the processes defined in the Placer County Purchasing Policy Manual.
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By submitting a bid/proposal in response to this solicitation, the vendor agrees that if, during the term of any contract it has with the County, it becomes involved as a debtor in a bankruptcy proceeding, or becomes involved in a reorganization, liquidation, or dissolution proceeding, or if a trustee or receiver has been appointed over all or a substantial portion of the property of the vendor under federal bankruptcy law or any state insolvency law, the vendor will immediately provide the County with a written notice to that effect and that it will provide the County any relevant information requested in order for the County to determine whether the vendor has the financial ability to meet its obligations to the County.
- - End of General Terms and Conditions - -
07/25/2019
I acknowledge that I have the authority to bind the Company and submit this bid on behalf of the Company. - Steve Adair, Regional Sales Manager The Applicant declares that there is an actual or potential Conflict of Interest relating to the preparation of its submission, and/or the Applicant foresees an actual or potential Conflict of Interest in performing the contractual obligations contemplated in the bid. Yes No The Bidder acknowledges and agrees that the addendum/addenda below form part of the Bid Document Please check the box in the column "I have reviewed this addendum" below to acknowledge each of the addenda.
File Name
I have reviewed the
below addendum and
attachments (if
applicable)
Pages
There have not been any addenda issued for this bid.
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City Council
Staff Report
Subject:
2024 Micro-Pave Resurfacing Project
Date:
November 14, 2023
Submitted By:
Justin Nartker, Director of Public Services
Rick Lawrence, Public Services Manager
Department:
Public Services
Recommendation:
Adopt a Resolution of the City Council of the City of Rocklin Awarding the Contract for 2024 Micro-Pave Resurfacing to American Pavement Systems, Inc., and Authorizing the City Manager to Execute an Agreement.
Background:
The 2024 Micro-Pave Resurfacing was included in the 2024-2028 Capital Investment Plan and the Fiscal Year (FY) 2023/24 Operating Budget adopted by the City Council on June 27, 2023.
This project consists of installing a micro-pave surface treatment on various streets off of Springview Drive between Sunset Blvd. and Hearthstone Circle, the Wyckford/Kali area, and the Camelot/Sceptre area (see Attachment 2 for location maps).
The bid for 2024 Micro-Pave Resurfacing was advertised on September 14, 2023, and September 21, 2023, with the bid opening Wednesday, October 11, 2023. Three (3) bids were received from the following (Attachment 3).
CONTRACTOR
BID
American Pavement Systems, Inc. (Modesto) $492,546.28 VSS International, Inc. (W. Sacramento) $549,945.00 Pavement Coating Co. (Sacramento) $557,182.25
Staff has reviewed the bids for sufficiency, determined they were responsive, and determined American Pavement Systems, Inc. submitted the lowest responsible bid. Staff recommends that the City Council award the contract to American Pavement Systems, Inc. Pursuant to the Rocklin Municipal Code section 3.04.050, the City Manager will have change order authority up to fifteen (15) percent of the contract amount ($73,882).
This project is funded out of SB325 Sales Tax Fund (210). The amount for this project including Fifteen percent (15%) change order authority brings the total cost to $566,428 (rounded).
Item Number 2N.
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Environmental Analysis:
The City of Rocklin’s Environmental Coordinator has 2024 Micro-Pave Resurfacing project and determined that it falls under the previously approved Notice of Exemption for the City’s road resurfacing projects, Resolution No. 2019-236, and is exempt from review under the California Environmental Quality Act (CEQA) pursuant to California Code of Regulations Section 15301 & 15302.
Fiscal Impact:
There is no additional fiscal impact as this project is included in the FY 2023/24 Capital Improvement Budget and is funded using the SB325 Sales Tax Fund (210).
ATTACHMENTS:
1. Resolution
2. Project Location Maps
3. Bid Summary
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RESOLUTION NO. 2023-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROCKLIN
AWARDING THE CONTRACT FOR THE 2024 MICRO-PAVE RESURFACING TO AMERICAN PAVEMENT SYSTEMS, INC., AND AUTHORIZING THE CITY MANAGER TO
EXECUTE AN AGREEMENT
WHEREAS, the 2024 Micro-Pave Resurfacing consists of installing a type II micro-pave surface treatment on various streets off of Springview Drive between Sunset Blvd. and Hearthstone Circle, the Wyckford/Kali area, and the Camelot/Sceptre area; and WHEREAS, the invitation for bids was advertised on September 14, 2023, and September 21, 2023, with the bid opening Wednesday, October 11, 2023, and bids were thereafter examined and found to be in compliance with all applicable specifications; and WHEREAS, the lowest responsible bid was determined to be $492,546.28, submitted by American Pavement Systems, Inc. and staff recommends that the contract for the project be awarded to American Pavement Systems, Inc.; and
WHEREAS, pursuant to the Rocklin Municipal Code, section 3.04.050, a contingency amount of fifteen (15) percent of the contract $73,882 (rounded), is automatically authorized for all public works project contracts awarded by the City Council or the City Manager, as long as adequate funds have been appropriated, bringing the total authorized Project amount to $566,428 (rounded); and
WHEREAS, this project is included in the Fiscal Year (FY) 2023/24 budget approved by the City Council of the City of Rocklin and is funded using Sales Tax (SB325) Funds (210); and NOW, THEREFORE, the City Council of the City of Rocklin does resolve as follows:
Section 1. The contract for the 2024 Micro-Pave Resurfacing is awarded to American Pavement Systems, Inc. and the City Manager is authorized to execute the Agreement with American Pavement Systems, Inc. in substantially the form attached hereto as Exhibit “A.” PASSED AND ADOPTED this 14th day of November, 2023, by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
ABSTAIN: Councilmembers:
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____________________________________
Ken Broadway, Mayor
ATTEST:
____________________________
Haley Reid, Acting City Clerk
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CONSTRUCTION AGREEMENT
THIS AGREEMENT, dated for identification as of November 14, 2023, is between the CITY OF ROCKLIN, a municipal corporation, (hereinafter called "City"), and American Pavement Systems, Inc., a California Corporation (hereinafter called "Contractor").
The parties hereto mutually agree to the terms and condition set forth herein.
I. CONTRACT DOCUMENTS
A. The Contract Documents referred to herein are incorporated herein by reference as if set forth in full in this Agreement.
B. Work called for in any one Contract Document and not mentioned in another is to be performed and executed as if mentioned in all Contract Documents. The table of contents, titles and headings contained herein and in said documents are solely to facilitate reference to various provisions of the Contract Documents and in no way affect or limit the interpretations of the provisions to which they refer.
C. The Contract Documents shall include the Notice to Contractors, Addenda, Bid Form, Agreement, Plans, General Provisions, Special Provisions, General Requirements (Division 1), Technical Specifications (Divisions 2 through 16), Permits from other agencies as may be required by law, City of Rocklin Construction Specifications, Improvement Standards and Standard Drawings, Caltrans Standard Plans and Specifications as applicable, Standard Forms, Supplemental Drawings, all required bonds, Exhibits, the Contract Schedule, Storm Water Pollution Prevention Plan (whether prepared by the City or the Contractor) and any and all supplemental agreements amending or extending the Work contemplated and which may be required to complete the Work in an acceptable manner. Supplemental agreements are written agreements covering alterations, amendments or extensions to the Contract Documents and include Change Orders, Construction Change Directives, Field Directives, Field Orders and Supplemental Drawings.
D. The General Provisions shall mean and refer to the current General Provisions of the City of Rocklin, which are incorporated herein by this reference as if set forth herein.
II. DEFINITIONS
Unless otherwise specifically provided herein, all works and phrases defined in the General Provisions shall have the same meaning and intent in this Agreement.
III. AGREEMENT CONTROLS
In the event of a conflict between the terms and conditions as set forth in this Agreement and the terms and conditions set forth in other Contract Documents, the terms and conditions set forth in this Agreement shall prevail.
IV. SCOPE OF CONTRACT
Contractor agrees to furnish all tools, equipment, apparatus, facilities, labor and material and transportation necessary to perform and complete in a good and workman like manner to the satisfaction of City, all the work required for the Contract for the Project entitled: 2024 Micro-Pave Resurfacing
V. CONTRACT AMOUNT AND PAYMENTS
City agrees to pay and Contractor agrees to accept, in full payment for the above work, Four Hundred Ninety-Two Thousand, Five Hundred Forty-Six Dollars, and Twenty-Eight Cents ($492,546.28) as the stipulated sum price which Contractor bid in its Bid Form, subject to additions and deductions by Change Order(s) as provided in the General Conditions. 380380
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IIII. PROGRESS AND FINAL PAYMENTS
Progress and final payments shall be in accordance with the General Provisions.
IVII. RETENTION OF SUMS CHARGED AGAINST CONTRACTOR
When, under the provisions of this contract, City shall charge any sum of money against Contractor, City shall deduct and retain the amount of such charge from the amount of the next succeeding progress estimate, or from any other moneys due or that may become due to the Contractor from City. If, on completion or termination of the Contract, sums due contractor are insufficient to pay City's charges against him, City shall have the right to recover the balance from Contractor or his sureties.
VII. TIME OF COMPLETION
A. The entire Work shall be brought to completion in the manner and within the time period provided for in the Contract Documents, commencing on the date of issuance of the Notice to Proceed.
B. Failure to complete the Work by the completion date and in the manner provided for by the Contract Documents shall subject Contractor to liquidated damages as hereinafter provided in this Agreement. Time is of the essence in these Contract Documents.
IX. INSURANCE
Contractor shall maintain in full force and effect at all times during the term of the Agreement, at its sole expense, policies of insurance in accordance with the General Provisions.
X. NO WAIVER OF REMEDIES
A. Neither the inspection by City or its agents, nor any order or certificate for the payment of money, nor any payment for, nor acceptance of the whole or any part of the Work by City, nor any extensions of time, nor any position taken by City or its agents shall operate as a waiver of any provision of this Agreement or of any power herein reserved to City or any right to damages herein provided, nor shall any waiver of any breach of the Agreement be held to be a waiver of any other or subsequent breach.
B. All remedies provided in this Agreement shall be taken and construed as cumulative; that is, in addition to each and every other remedy herein provided, and City shall have any and all equitable and legal remedies which it would in any case have.
XI. DETERMINATION OF DAMAGES
A. The actual fact of the occurrences of damages and the actual amount of the damages which City would suffer if the Work were not completed within the specified times set forth are dependent upon many circumstances and conditions which could prevail in various combinations, and, from the nature of the case, it is impracticable and extremely difficult to fix the actual damages.
B. Damages which City would suffer in the event of delay include loss of the use of the Project, and, in addition, expenses of prolonged employment of an architectural and engineering staff; costs of administration, inspection, and supervision; and the loss suffered by the public within the City of Rocklin by reasons of the delay in the completion of the Project to serve the public at the earliest possible time.
C. Accordingly, the parties hereto agree, and by execution of this Agreement, Contractor acknowledges that it understands, has ascertained and agrees, that the amounts set forth herein as liquidated damages shall be presumed to be that amount of damages sustained by the failure of Contractor to complete the entire work within the times specified.
XII.LIQUIDATED DAMAGES
A. The amount of the liquidated damages to be paid by Contractor to City for failure to 381381
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complete the entire work in the specified number of Working or Calendar Days (as extended, if applicable) will be Five Hundred Dollars ($500.00) for each Calendar day, continuing to the time at which the Work is completed.
B. Such amount is the actual cash value agreed upon as the loss to City resulting from Contractor's delay.
VIIII. TERMINATION AFTER ALLOTTED WORKING OR CALENDAR DAYS A. In addition to any rights it may have, City may terminate this Contract or the Contractor’s right to proceed at any time after the allotted number of Working or Calendar Days as adjusted by any extensions of time for excusable delays that may have been granted.
B. Upon such termination Contractor any compensation shall be in accordance with Section
5.23 of the General Provisions, and it shall be liable to City for liquidated damages for all periods of time beyond such termination date until the Work is completed.
XIV. CONTRACTOR BANKRUPT
A. If Contractor should commence any proceeding under the Bankruptcy Act, or if contractor be adjudged a bankrupt, or if Contractor should make any assignment for the benefit of creditors, or if a receiver should be appointed on account of Contractor's insolvency, then the City Council may, without prejudice to any other right or remedy, terminate the Contract and complete the work by giving notice to Contractor and his surety according to the provisions of Article 5 of the General Provisions.
B. City shall have the right to complete, or cause completion of the work, all as specified in the General Provisions of the General Provisions.
XV.PERFORMANCE AND PAYMENT BONDS
A. The Contractor shall, before beginning said work, file two bonds with the City, each made payable to the City. These bonds shall be issued by a Surety Company authorized to do business in the State of California, and shall be maintained during the entire life of the Contract at the expense of the Contractor.
1. One bond shall be in the amount of one hundred percent (100%) of the Contract and shall guarantee the Faithful Performance of the Contract.
2. The second bond shall be the Payment Bond required by Part 4, Title 15, Chapter 7, Division Three of the Civil Code of the State of California and shall be in the amount of one hundred percent (100%) of the Contract.
B. Any alteration or alterations made in any provision of this Contract shall not operate to release any surety from liability on any bond required hereunder and the consent to make such alterations is hereby given, and any surety on said bonds hereby waives the provisions of Section 2819 of the Civil Code.
C. Bonds shall only be accepted from an “Admitted surety insurer”, which means an insurer to which the Insurance Commissioner has issued a certificate of authority to transact surety insurance in this state. Contractor must submit all of the following with the bonds:
The original, or a certified copy, of the unrevoked appointment, power of attorney, bylaws or other instrument entitling or authorizing the person who executed the bond to do so.
XVI. SUBSTITUTION OF SECURITIES OF MONEY WITHHELD
A. At any time prior to final payment, Contractor may request substitution of securities for any money withheld by the City to ensure performance of the Contract.
B. At the expense of the Contractor, securities equivalent to the money withheld may be deposited with the City or with an approved financial institution as escrow agent 382382
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according to a separate Security Agreement.
C. Securities eligible for substitution shall include those listed in Section 16430 of the Government Code or bank or savings and loan certificates of deposit. A fee set by the City Council shall be charged for such substitution.
XVII. LABOR CODE COMPLIANCE
A. City affirmatively identifies this project as a “public work” as that term is defined by Labor Code section 1720, and the project is, therefore, subject to prevailing wages under Labor Code section 1771.
B. Contractor and its subcontractors shall fully comply with all the provisions of the California Labor Code governing the performance of public works contracts including, but not limited to, payment of prevailing wages, limitations on time worked, compliance with apprentice requirements, maintenance of payroll records, posting of wages at job site and prohibitions against discrimination.
XVIII. UNFAIR COMPETITION
A. The following provision is included in this agreement pursuant to California Public Contract Code §7103.5.
"In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assigning to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties."
XIX. ASSIGNMENT
Neither this Agreement nor any rights herein of Contractor shall be assigned without the written consent of City first obtained.
XIX. NO THIRD PARTY BENEFICIARIES
This Agreement is entered into solely between the City and Contractor. There are no third party beneficiaries, intended, unintended, or otherwise to this Agreement. /////SIGNATURE PAGE FOLLOWS/////
383383
Reso. No. 2023-
IN WITNESS WHEREOF, the parties hereto have signed the Agreement on the date set forth opposite their names.
CONTRACTOR: (California Corporations: must be signed by company’s CEO, President, or Vice President
as well as the Secretary or CFO.)
Date Tax I.D. Number
Signature Signature
Print Name Print Name
Title Title
CITY OF ROCKLIN, A Municipal Corporation:
Aly Zimmermann, City Manager
APPROVED AS TO FORM:
Daniel Cucchi, Interim City Attorney
ATTEST:
Haley Reid, Acting City Clerk
384384
Reso. No. 2023-
CERTIFICATE OF ACKNOWLEDGMENT pursuant to Civil Code, Section 1189, must be provided for Contractor’s signature.
NOTARY TO ATTACH CURRENT ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
385385
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389389
City Council
Staff Report
Subject:
Reimbursement Agreement with Placer County Water Agency Date:
November 14, 2023
Submitted By:
Justin Nartker, Director of Public Services
Rick Lawrence, Public Services Manager
Department:
Public Services
Recommendation:
Adopt a Resolution of the City Council of the City of Rocklin Approving and Authorizing the City Manager to Execute a Construction Management and Reimbursement Agreement with Placer County Water Agency (PCWA) for the Midas Avenue Water Main Replacement and Resurfacing Project.
Background:
Placer County Water Agency (PCWA) will be performing work on Midas Avenue between Argonaut Avenue and 2nd Street, which is estimated to start summer/fall of 2024. This PCWA project consists of replacing the existing main waterline pipe in the northbound lane of Midas Avenue and repaving the northbound lane. While the PCWA project includes repaving the northbound lane, per City Standards, the condition of this portion of Midas Avenue is such that it requires full width resurfacing. Since PCWA will be completing a portion of the necessary resurfacing as part of their project, staff held discussions with PCWA to incorporate the additional work necessary to completely resurface the roadway.
Staff and PCWA agreed to enter into a reimbursement agreement that will allow PCWA’s contractor to incorporate the additional road resurfacing into the overall project. The City of Rocklin will reimburse PCWA for the added costs for an amount not to exceed $288,282 (rounded). This will allow for the additional roadway resurfacing to be incorporated into the existing project thereby reducing costs, time, and will minimize public disruption.
Fiscal Impact:
This work will be funded out of the Sales Tax SB325 Fund (210) and will require a budget appropriation in the amount of $288,282 (rounded) and may require a budget amendment.
Item Number 2O.
ATTACHMENTS:
1. Resolution
390390
Reso. No. 2023-
RESOLUTION NO. 2023-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROCKLIN APPROVING AND
AUTHORIZING THE CITY MANAGER TO EXECUTE A CONSTRUCTION MANAGEMENT AND
REIMBURSEMENT AGREEMENT WITH PLACER COUNTY WATER AGENCY (PCWA) FOR THE
MIDAS AVENUE WATER MAIN REPLACEMENT AND RESURFACING PROJECT
WHEREAS, Placer County Water Agency (PCWA) will be replacing a mainline water pipe along Midas Ave. (from Argonaut Avenue to Second Street) and resurfacing the northbound lane; and
WHEREAS, the PCWA project includes resurfacing the northbound lane, however, the state of this portion of Midas Avenue is such that it requires resurfacing from gutter lip to gutter lip; and
WHEREAS, having PCWA resurface the southbound lane at the same time would allow for a seamless road surface, minimize the costs (e.g. mobilization), reduce the timeframe involved and decrease public disruption; and
WHEREAS, City staff and PCWA held discussions and determined that a reimbur sement agreement that allows PCWA’s contractor to add the additional road resurfacing into the overall project, for an amount not to exceed $288,282 (rounded), would be reimbursable by the City of Rocklin and is in the best interests of both parties; and
WHEREAS This work will be funded out of the Sales Tax SB325 Fund (210) and will require a budget appropriation in the amount of $288,282 (rounded) and may require a necessitate a budget amendment.
NOW THEREFORE, the City Council of the City of Rocklin does resolve as follows:
Section 1 . The City Council approves the Reimbursement Agreement with PCWA for the Project.
Section 2. The City Manager is authorized to execute an Agreement with PCWA for the Project, in substantially the form attached hereto as Exhibit “A.”
PASSED AND ADOPTED this 14th day of November, 2023, by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
ABSTAIN: Councilmembers:
Ken Broadway, Mayor
ATTEST:
Haley Reid, Acting City Clerk
391391
Reso. No. 2023-
EXHIBIT A
392392
1 CONSTRUCTION MANAGEMENT AND REIMBURSEMENT AGREEMENT
BETWEEN PLACER COUNTY WATER AGENCY and the CITY OF ROCKLIN for the ROCKLIN WATER MAIN REPLACEMENT PROJECT MIDAS AVENUE PHASE 1
AND REPAVEMENT PROJECT
This Agreement, by and between the PLACER COUNTY WATER AGENCY (hereinafter AGENCY), and the CITY of ROCKLIN, a municipal corporation of the State of California (hereinafter CITY), shall be effective on the later of the dates executed by both the AGENCY and the CITY.
R E C I T A L S
WHEREAS, the AGENCY is installing a new water main , new water service lines, fire hydrants, and all ass ociated valves and appurtenances (hereinafter AGENCY Facilities) Rocklin (hereinafter AGENCY PROJECT) per plans entitled “ Rocklin Water Main Replacement Phase 1 Project,” prepared by Hazen and Sawyer, 2151 River Plaza Drive, Sacramento, CA. 95833; and WHEREAS, the AGENCY will enter into a contract for performance of the AGENCY PROJECT with the lowest responsible bidder, hereinafter called Contractor, for construction of the AGENCY PROJECT; and
WHEREAS, as part of the AGENCY PROJECT, AGENCY will perform pavement restoration or roadway resurfacing to portions of Midas Avenue; and WHEREAS, the CITY desires to undertake pavement restoration or roadway resurfacing to portions of Midas Avenue in addition to the work being done by the AGENCY, hereinafter referred to as the “CITY PROJECT”; and
WHEREAS, the CITY and the AGENCY have agreed to construction details and technical specifications for the CITY PROJECT which are provided in the A GENCY project do cuments prepared by Hazen and Sawyer; and
WHEREAS, the CITY desires that the CI TY PROJECT be incorporated into the 393393
2 AGENCY PROJECT; and
WHEREAS the AGENCY and the CITY desire to coop erate and coordinate the CITY PROJECT as additional work duri ng the AGENCY PROJECT to provide for construction and administrative efficiency; and
WHEREAS, the AGENCY desires to assist the CITY by providing construction management of both the AGENCY PROJECT and the CITY PROJECT; and WHEREAS, the CITY desires that the AGENCY provide such construction management services and desires to provide reimbursement to the AGENCY for the costs associated with the CITY PROJECT, as provided herein; and
WHEREAS, incorporation of the CITY PROJECT into the AGENCY PROJECT will require authorizing Staff as designated by both the Agency Board and City Council of Rocklin to amend the final payment amount based on actual quantities installed and Unit Rates as provided by the lowest responsible bidder selected by the Agency.
WHEREAS, approval of this Agreement by both the Agency Board and City Council of Rocklin is required prior to issuance of the Notice of Award by the Agency to the lowest responsible bidder for the construction and completion of the CITY PROJECT to occur.
A G R E E M E N T
NOW, THEREFORE, FOR AND IN CONSIDERATION OF THE MU TUAL COVENANTS HEREIN PROVIDED, it is agreed as follows:
1. The AGENCY PROJECT and CITY PROJECT are hereinafter referred to as the COMBINED PROJECT.
2. The AGENCY has included plans and specific ations for the CIT Y PROJECT ( in Exhibits A and B).
3. As part of the CITY PROJECT portion of the COMBINED PROJECT, the CITY has 394394
3 identified pavement areas on Midas Avenue to excavate, provide aggregate base, re-compact, and repave with asphalt by the AGENCY’s contractor, as shown on Exhibit A. The CITY also plans road overlay improvements for the remaining portions of Midas Avenue and cross-street intersections beyond the AGENCY trench restoration areas as shown in Exhibit B.
4. The parties agree and a cknowledge that the AGENCY has competitively bid and awarded the contract to the lowest responsible bidder for the COMBINED PROJECT. “Responsible bidder” includes the requirement t hat the selected contractor, or it s subcontractor performing the AGENCY wor k, meet the AGENCY’s minimum requirements for installation of water faciliti es, including possessing and maintaining a California State Class A License. AGENCY shall be the lead agency for the COMBINED PROJECT and will manage the construction contract and be responsible for all payments to the contractor. Th e CITY will reimburse the AGENCY for costs paid to the contractor for the CITY PROJECT portion of the COMBINED PROJECT, in accordance with this Agreement. The procedure for such reimbursement shall be as described in Section 7 below. The total reimbursement to the AGENCY is not anticipated to exceed $288,282 (Exhibit C). If the not-to-exceed amount is determined to be insufficient for the final construction costs of the CITY PROJECT , the CITY shall ensure that all final costs of the CITY PROJECT are paid in full by the CITY.
5. Th e AGENCY shall provide contract administration, inspection and construction management for the COMBINED PROJECT, and shall, at its own expense, pay any charges for any consultant it has retained or may retain for any design or testing services in c onnection with the COMBINED PROJECT. The CITY shall, at its own expense, provide its own surveying, pavement repair area delineation, surveying, construction marking/staking, and inspection services for the CITY PROJECT portion of the COMBINED PROJECT.
6. The CITY and the AGENCY mutually agree that the AGENCY shall be the lead agency for construction administration, construction engineering, construction surveying, shop drawing review, 395395
4 communications and mee tings, traffic control, scheduling , inspection and testing of the work that pertain to construction of the AGENCY PROJECT. The AGENCY will coordinate with the CITY on review of submittals received and inspection of CITY PROJECT.
7. During construction , the AGENCY shall determine wheth er constructi on of th e AGENCY PROJECT portion of the COMBINED PROJECT is satisfactorily performed in accordance with the construction contract and AGENCY requirements and shall notify th e CITY in writing of approval and ac ceptance of the completed AGENCY P ROJECT portion of the COMBINED PROJECT. AGENCY shall coordinate with the CITY to bring the facilities included in the AGENCY PROJECT portion of the COMBINED PROJECT into service. After AGENCY acceptance of the completed AGENCY PROJECT, the AGENCY shall own and be responsible for the operation and maintenance of the completed AGENCY Facilities pursuant to any encroachment permits obtained from the CITY at the time of construction of the Project. Such acceptance of the completed work shall not relieve the contractor of any liability or modify the contractor’s guarantee.
8. AGENCY shall notify CITY when the construction site is ready for the CITY to inspect and mark those areas of pavement that the CITY desires to be repaired or replaced as part of the CITY PROJECT portion of the COMBINED PROJECT. Within 7 calendar days of receiving this notice, CITY shall identify those areas of pavement that the CITY desires to be repaired or replaced as part of the CITY PROJECT portion of the COMBINED PROJECT and shall notify AGENCY of same. The areas of pavement to be repaired or replaced as part of the CITY PROJECT portion of the COMBINED PROJECT shall be m arked with spray paint or other permanent me thods to clearly identify the areas to be repaired. The CITY shall be responsible to measure and confirm marked areas for repair does not exceed the quantity identified in Exhibit C, unless the CITY agrees to revise the total costs provided for in EXHIBIT C.
9. The CITY shall reimburse the AGENCY for costs paid to the contractor(s) and for the 396396
5 AGENCY’s inspector’s time needed to complete the CITY PROJECT portion of the COMBINED PROJECT in accordance with the following procedure:
a. The AGENCY shall require the contractor to submit with each monthly payment application an itemization indicating progress on each contract item. Upon payment to the contractor for any of the CITY PROJECT portion of the COMBINED PROJECT in Exhi bit C, AGENCY may submit an invoic e to CITY for reimbursement hereunder of the amounts paid.
. CITY shall pay said invoice within thirty (30) days of receipt. The CITY and AGENCY may agree to offset the reimbursement amount due to the AGENCY by the amo unt due the CITY for inspection fe es incu rred as established in the Encroachment Permit to be issued for the AGENCY PROJECT portion of the COMBINED PROJECT.
b. The CITY shall reimburse AGENCY for all payments to the contractor for approved change orders for extra work performed on the CITY PROJECT portion of the COMBINED PROJECT. AGENCY will be responsible for all other change orders, delays, and extra work incurred by the contractor as part of the COMBINED PROJECT, unless associated with the CITY PROJECT portion. The AGENCY and CITY will jointly work to negotiate change order requests and claims by the contractor to resolve any claims directly related to the CITY PROJECT portion of the COMBINED PROJECT in a timely manner, provided that neither the CITY nor the AGENCY shall agree to the resolution of any such change order request or claim without the other’s approval. In the event agreement cannot be reached related to active ongoing work within one (1) working day of presentation of a request for change order, or claim, the AGENCY shall have the right to direct 397397
6 the contractor to proceed on a force account basis.
10. The CITY will perform necessary improvements to pedestrian ways within the COMBINED PROJECT area as required t o comply w ith Americans wit h Disabilities (ADA) requirements if not already performed. This work will be performed under a separate project by the CITY prior to construction of the COMBINED PROJECT, and at no cost to the AGENCY.
11. The CITY will not unn ecessarily delay progress of work o r hold up final c ontract acceptance of the COMBINED PROJECT during the period of closeout. The AGENCY shall bear no responsibility for contractor or CITY caused delays on work other than those directly related to the AGENCY PROJECT portion of the COMBINED PROJECT.
12. Performance by either party under this Agreement shall not be deemed to be in default where delays or default are due to Force Majeure when a party gives notice, in writing, with details of particulars to the other party as soon as possible. Force Majeure as used in this contract shall mean acts of nature, wars, insurrections, riots, epidemics, major landslides, earthquakes, fires, floods, and civil disturbances, which are not within the control for the party claiming suspension, which by the exercise of due diligence, such party may not have been able to avoid or overcome.
13. Except as otherwise provided by Paragraph 16, costs arising from claims or lawsuits for personal injury or property damage which are alleged to have resulted from construction of the AGENCY PROJECT portion of the COMBINED PROJECT only, including the payment of damages pursuant to a final judgment in favor of a claimant, shall be the AGENCY’s responsibility. In the event of disagreement concerning the responsibility of any claim resolution costs related to the affected items of work, the parties each expressly reserve the right to seek a judicial determination of the responsibility of each party with respect to any claim or lawsuit arising out of their performance under this agreement.
14. INDEMNITY
a. AGENCY agrees to save harmless and indemnify CITY from any liability, claim or 398398
7 demand which may b e made by any person resulting from the negligen ce of AGENCY in the performance of its responsibilities under this Agreement, and further agrees, at its own cost and expense, to defend any action which may be brought against CITY resulting from such neglig ence of AGENCY, and further agrees to pay or sat isfy any judgment which may result from such action. The foregoing provisions shall not be applicable to claims or actions that arise from the negligence of CITY in its performance of the terms of this Agreement. b. The CITY agrees to save harmless and indemnify AGENCY from any liability, claim or demand which may be made by any person resulting from the negligence of CITY in the performance of its responsibilities under this Agreement, and further agrees, at its own costs and expense, to de fend any action which may be brought against AGENCY resulting from such negligence of CITY, and further agrees to pay or satisfy any judgment which may result from such action. The foregoing provisions shall not be applicable to claims or actions that arise from the negligence of AGENCY in its performance of the terms of this Agreement.
15. INSURANCE: The AGENCY’s Contractor shall carry Automobile Liability insurance in the am ount of at least $1,000,000, and Commercial General Liability in the amount of at least $2,000,000 p er occurrence and $ 4,000,000 aggregate with a maximum $5,000 deductible, which insurance shall be prima ry and underlying to the AGENCY’ s insurance and Comme rcial General Liability an d shall specifical ly name the AGENCY as an additional insured and certificate holder.
Before work is commenced, the AGENCY’s Contractor shall furnish the AGENCY with a certificate(s) of insurance and Additional Insured Endorsement (ISO CG 2010) or equivalent as satisfactory proof that the AGENCY’s Contractor carries the insurance requi red by the Agreement and Worker’ s Compensation Insurance in compliance with the laws of the State of California. The AGENCY’s 399399
8 Contractor’s insurance shall be primary and any insurance or self-insurance maintained by the CITY shall be excess and not contribute to it. The insurance carriers will have a Best Rating of no less than A:-VII or equivalent or as otherwise approved by the AGENCY.
16. PERFORMANCE AND PAYMENT BONDS: The estimated cost of the CITY PROJECT portion of the COMBINED PROJECT is $288,282. Prior to construction and during all construction, the AGENCY’s Contractor shall provide a Performance Bond with a penal sum of 100% of the es timated cost of the COMBINED PROJECT. The Performance Bond shall be in a form acceptable to the CITY. The AGENCY shall maintain the Performance Bond at all times during the life of t his ag reement and for a peri od one (1) year after the completion and a cceptance of the COMBINED PROJECT by the AGENCY.
In addition, prior to construction, the AGENCY’s Contractor shall provide a Public Works Payment Bond with a penal sum of 100% of the estimated cost of the COMBINED PROJECT. The Payment Bond shall be in a form that is acceptable to the CITY. The AGENCY shall maintain the Payment Bond at all times until the AGENCY accepts the COMBINED PROJECT.
All bonds shall be issued by California admitted surety insurers.
17. WARRANTIES AND REPAIRS: The CITY hereby agrees that the AGENCY may enforce all warranties provided by AGENCY’s contractor with respect to the COMBINED PROJECT, against any defects in materials or workmanship in the installed COMBINED PROJECT for a period of one year following final acceptance of the Project. As to any equipment which bears a guarantee or warranty in writing or by law for a period longer than one year, the CITY hereby stipulates and agrees that such guarantee shall inure to the benefit of the AGENCY for such longer period.
18. This Agreement shall terminate after the COMBINED PROJECT has been completed and accepted by the AGENCY and final reimbursement has been made to the AGENCY by the CITY.
However, such termination shall not rel ieve the contractor of any liability or mo dify contractor’s 400400
9 guarantee or prohibit either the CITY or the AGENCY from enforcing any rights against, or seeking damages from the contractor.
19. This Agreement shall not inure to the benefit of or create any rights in any third party not a signatory hereto.
IN WITNESS WHEREOF, the parties hereto have executed this Agreem ent on the later of the dates executed by both the AGENCY and the CITY below.
“AGENCY”
PLACER COUNTY WATER AGENCY
By______________________________
CHAIR, BOARD OF DIRECTORS
Date: ___________________________
ATTEST
_______________________________
Clerk to the Board
“CITY”
CITY OF ROCKLIN,
A municipal corporation of the State of
California
Signature
Print name
Title
3970 Rocklin Road
Rocklin, CA 95677
Address
Date:
401401
10 EXHIBIT A
CITY PROJECT - DIGOUT AND REPLACEMENT DETAIL
402402
EXHIBIT A
CITY PROJECT – DIGOUT AND REPLACEMENT DETAIL
1) City of Rocklin Digout and Replacement Detail below to be used by Contractor to remove broken asphalt pavement areas as marked by City of Rocklin during the Rocklin Main Replacement Project Phase 1.
2) Up to 6,000 square feet area maximum to be identified for digout and replacement by City of Rocklin.
CITY OF ROCKLIN DIGOUT AND REPLACEMENT DETAIL
403403
11 EXHIBIT B
CITY REPAVEMENT PORTION OF COMBINED PROJECT
404404
DI SDRIM=246.37IE= 244.77 12" CMP SWIE= 244.67 12" CMP NEDI SDRIM=246.62IE= 245.22 12" CMP NE DI SDRIM=245.71IE= 244.46 12" CPP NE
SSMHRIM=245.97IE=238.47 6" VCP NWIE=237.67 18" UNK NEIE=237.62 18" UNK SW SSMHRIM=247.14IE=241.39 6" VCP SWSSMHRIM=247.84IE=241.19 4" VCP SEIE=241.19 4" VCP SEIE=241.09 6" VCP NEIE=240.94 6" VCP NW SSMHRIM=246.98IE=241.08 6" VCP SWIE=240.78 6" VCP NIE=240.58 15" VCP NEIE=240.38 15" VCP S SSMHRIM=245.38IE=238.23 15" VCP NWIE=238.18 15" VCP SW
SSMHRIM=247.62IE=238.67 6" VCP SEIE=238.52 6" VCP NWIE=237.97 18" UNK NEIE=237.92 18" UNK SW UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
4600 5TH ST010-390-002-000
4595 5TH ST010-390-045-000
4403 WHITE OAK CT010-390-066-000505 MIDAS AVE010-380-030-0003495 MIDAS AVE010-380-031-0003485 MIDAS AVE010-380-009-0003450 OAKCREEK DR010-380-005-000 3455 OAKCREEK DR010-380-003-000
4402 WHITE OAK CT010-390-057-0003450 MEADOW WAY010-380-029-000 3590 MIDAS AVE010-021-015-000
4755 3RD ST010-022-005-000
3670 MIDAS AVE010-022-004-000
4700 3RD ST010-021-016-000
UGTUGT
UGT
UGT
UGT
UGT
UGTUGTUGT
UGTUGT
MIDAS AVEW
W
W
W
W
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GASUGTUGTUGTUGT
UGT
UGT
WWWW
W
W
WWWWW
W WW
W
W
W
MIDAS AVE
OAK CREEKDRIVE
MEADOWWAY
3RDSTREET
MIDASAVE2NDSTREET
WHITE OAKCOURT
5THSTREET
DI SDRIM=231.80IE= 225.30 12" RCP EIE= 225.05 12" RCP SEDI SDRIM=232.08IE= 226.72 12" RCP SW SSMHRIM=247.31IE=231.48 8" VCP NEIE=231.40 8" VCP NWIE=231.31 8" VCP SW SSMHRIM=243.71IE=235.53 6" VCP SE
SSMHRIM=235.20IE=228.40 6" VCP SEIE=228.30 6" VCP NWIE=228.20 6" VCP SW SSMHRIM=238.17IE=227.14 6" VCP EIE=227.02 6" VCP NW
3485 ARGONAUT AVE010-311-004-000
3480 ARGONAUT AVE010-314-023-000
3410 MIDAS AVE010-314-006-000
3420 MIDAS AVE010-314-007-000
3405 MIDAS AVE010-313-001-000
3415 MIDAS AVE010-313-002-0003425 MIDAS AVE010-313-003-0003435 MIDAS AVE010-313-004-000 3439 MIDAS AVE010-313-005-0003429 NATHAN CT010-314-008-000 3445 MIDAS AVE010-313-006-0003460 NATHAN CT010-314-014-000 3450 MIDAS AVE010-390-001-000
4600 5TH ST010-390-002-0003455 MIDAS AVE010-380-002-000 010-313-025-0004340 RIO CT010-313-027-000
UGT
W
W
W
W
W
W
W
W
W
W
W
WW
UGT
UGT
UGT
UGT
GAS
GAS
GAS
GAS
GAS
GAS
GASGASUGTUGTUGTUGTGASGASGASGAS
UGTUGTUGTWWW
WW
UGTUGT
UGT
UGT
UGT
UGT
UGT
LEGEND:MAINLINE AND SERVICE LINEPAVEMENT RESTORATION AREA = 45,323.28 SQ FTPAVEMENT RESTORATION AREA = 37,341.61 SQ FT
NATHANCOURT
ARGONAUTAVENUEMIDASAVENUE
MIDAS AVENUE
PLOT DATE: 3/7/2023 3:19 PM BY: ENEILLFile: C:\BMS\HAZEN-PW\D0181401\D0199910\PAVEMENT RESTORATION EXHIBIT Saved by ENEILL Save date: 3/7/2023 3:17 PM 20180-0012021-11MARCH 2023 J. BORCHARDTIF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALECHECKED BY:DRAWN BY:DESIGNED BY:PROJECTENGINEER:
REVISSUED FORDATEBY01"1/2"CONTRACT NO.:HAZEN NO.:DATE:DRAWINGNUMBER: HAZEN AND SAWYER2151 RIVER PLAZA DRIVE, SUITE 225SACRAMENTO, CALIFORNIA 95833PLACER COUNTY WATER AGENCY144 FERGUSON RD,AUBURN, CA 95603ROCKLIN WATER MAIN REPLACEMENT PROJECTMIDAS AVE PHASE 1 040' 20SCALE: 1" = 40'40
MATCH LINE - THIS SHEET
MATCH LINE - THIS SHEET
E. NEILLP. GLASFORDGO5MAINLINE AND SERVICE LINEPAVEMENT RESTORATION EXHIBITJ. ADAM 16'-0"
14'-6"26'-2"
16'-0"
24'-0"
15'-0"20'-0"
18'-2"
18'-6"18'-4"
NOTES:1.RESTORATION LIMITS ARE APPROXIMATE - FINALLIMITS TO BE DETERMINED BY CITY OF ROCKLINREPRESENTATIVE IN THE FIELD.2.PAVEMENT OVERLAY SHALL BE PER DETAIL SD-02ON DRAWING SD04.3.CONTRACTOR SHALL RESTORE ALL CONCRETEVALLEY GUTTERS IN ACCORDANCE WITH DWG 3-15ON DRAWING SD03.4.RAISE ALL MANHOLES WITHIN RESTORATION AREATO GRADE. 8 MANHOLES TOTAL: 6 WITHIN PCWARESTORATION AREA, 2 WITHIN CITY OF ROCKLINRESTORATION AREA. 45'-0"48'-0"
44'-0"44'-0"
49'-0"
55'-0"61'-0"
50'-4"
66'-3"29'-7"
RAISE MH TO GRADERAISE MH TO GRADE
RAISE MH TO GRADE
RAISE MH TO GRADERAISE MH TO GRADE64'-7"
RAISE MH TO GRADE
24'-0"
18'-8"
17'-7"
405405
12 EXHIBIT C
CITY COSTS OF COMBINED PROJECT
406406
EXHIBIT C
CITY COSTS OF COMBINED PROJECT
Rocklin Water Main Replacement Project Midas Avenue Phase 1
DESCRIPTION QUANTITY
ESTIMATE
UNITS UNIT COST
ESTIMATE
TOTAL
ESTIMATED
COST
1 Roadway Digout/Replacement 6,000 SF $13 $78,000
2 AC Repavement (1-1/2" Overlay) 37,342 SF $3 $112,026
3 Pavement Delineation/Re-striping 2,300 LF $2 $4,600
4 Traffic Control (for Items 1-3) 1 LS $20,000 $20,000
5 Manhole Adjustments 4 EA $4,000 $16,000
6 Bidding Contingency, 25% 1 LS $57,656 $57,656
Estimated Total $288,282
Updated: 8/8/23
407407
City Council
Staff Report
Subject:
Amend Rocklin Municipal Code, Ordinance Title 10, Chapter 10.11, Speed Limits
Date:
November 14, 2023
Submitted By:
Justin Nartker, Director of Public Services
Hunter Young, Deputy Director of Community Development/City Engineer Department:
Public Services
Recommendation:
Introduce, waive the full reading and read by title only an Ordinance of the City Council of the City of Rocklin Amending Chapter 10.11, of Title 10 of the Rocklin Municipal Code Regarding Speed Limits within the City of Rocklin.
Background:
Cities and Counties in California are required to follow the California Vehicle Code (CVC), primarily Sections 22357 and 22358, to establish speed limits within their jurisdiction. The law requires speed limits to be set by ordinance on the basis of an Engineering and Traffic Survey (ETS). Following the CVC requirements allows local law enforcement to use radar equipment to enforce the speed limit.
The California Department of Transportation (Caltrans) has an established set of standards and procedures for conducting an ETS. These standards require that for a speed limit to be radar enforceable, the posted speed limit should be set at the 5 mph increment nearest the 85th percentile speed. The recommended speed limit can be lowered an additional 5 mph if “conditions not readily apparent to motorists” are present. Conditions not readily apparent can be related to accident history, numerous driveways along the roadway, adjacent land uses, bike lanes, etc. The CVC requires that the speed surveys must be conducted every five to ten years, or when there is a major change to a roadway. The City of Rocklin last conducted a speed survey in 2018.
Staff recently performed a review of 85 road segments to update the City’s Engineering and Traffic Surveys (See Attachment 2). There are seven (7) new speed zones to establish speed limits, the reestablishment of one (1) speed limit for an existing speed zone, the reduction of one (1) speed limit for an existing speed zone, and seventy-six (76) surveys with no change recommended (See Attachment 3).
A copy of the complete set of speed surveys (Attachment 4) is available at City Hall for review.
Item Number 4A.
408408
The CVC requires that posted speed limits be consistent with the results of the ETS to be radar enforceable. In order for the City to be in compliance with State law for radar enforceable speed limits, speed limits must be established using the State requirements.
Environmental Analysis:
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, and therefore is not subject to CEQA.
Fiscal Impact:
There is no fiscal impact, the cost of changing speed limit signage is already included in the Fiscal Year 2023/4 Operating Budget in the Traffic Signals, Lighting and Roadway Markings budget.
ATTACHMENTS:
1. Ordinance
2. Summary
2023 Engineering & Traffic Survey
3. Summary of Proposed Speed Limits
4. Engineering & Speed Survey
409409
1743284.1 9959-021 1
ORDINANCE NO. ________
ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ROCKLIN
AMENDING CHAPTER 10.11 OF TITLE 10 OF THE ROCKLIN MUNICIPAL CODE REGARDING SPEED
LIMITS WITHIN THE CITY OF ROCKLIN
The City Council of the City of Rocklin does ordain as follows:
Section 1. Purpose. Title 10 – VEHICLES AND TRAFFIC of the Rocklin Municipal Code sets forth the City’s regulations applicable to vehicles and traffic. Chapter 10.11 - Speed Limits establishes speed limits within the City of Rocklin that are below prima facie limits set by state laws and to ensure such speed limits are enforceable.
Section 2. Authority. The City Council enacts this ordinance under the authority granted to cities by Article XI, Section 7 of the California Constitution and Government Code section 37100.
Section 3. Enactment. Chapter 10.11 shall be amended to provide Speed Limits under Title 10 as set forth below:
10.11 – SPEED LIMITS
10.11.010 – Findings.
A. Pursuant to Chapter 10.10 of the Rocklin Municipal Code, on November 14, 2023, the City Council of the City of Rocklin reviewed and considered the engineering and traffic survey, and related information, attached hereto and incorporated herein by reference.
B. Based upon the review of the survey and related information, the city council finds that the following streets shall have the following posted speed limits:
1. 3rd Street:
a. Between Sunset Boulevard and Farron Street, 30 MPH.
2. 5th Street:
a. Between Midas Avenue and Third Street, 25 MPH.
3. Aguilar Road:
a. Between Rocklin Road and Greenbrae Drive, 25 MPH.
4. Americana Way:
a. Between Pacific Street and Delmar Avenue, 25 MPH.
5. Argonaut Avenue:
410410
1743284.1 9959-021 2
a. Between Whitney Boulevard and Midas Avenue, 30 MPH,
b. Between Midas Avenue and End, 30 MPH.
6. Atherton Road:
a. Between Sunset Boulevard and Lonetree Boulevard,
25 MPH.
7. Blue Oaks Boulevard:
a. Between Roseville Limit and Sunset Boulevard, 45 MPH.
8. Bridlewood Drive:
a. Between Wildcat Boulevard and Whitney Ranch Parkway, 35 MPH.
9. Casa Grande Avenue:
a. Between Fairway Drive and Lincoln Avenue, 25 MPH.
10. China Garden Road:
a. Between Aguilar Road and End, 45 MPH.
11. Clover Valley Road:
a. Between Midas Avenue and Rawhide Road, 30 MPH.
12. Crest Drive:
a. Between Stanford Ranch Road and Park Drive, 35 MPH.
13. Delmar Avenue:
a. Between Pacific Street and town of Loomis border, 35 MPH.
14. Dominguez Road:
a. Between Pacific Street and Granite Drive, 35 MPH.
15. East Midas Avenue:
a. Between Pacific Street and Grove Street, 25 MPH.
16. El Don Drive:
a. Between Rocklin Road and Sierra College Boulevard,
25 MPH.
17. Fairway Drive:
a. Between Sunset Boulevard and Stanford Ranch Road,
35 MPH.
18. Farrier Road:
a. Between Park Drive and Darby Road, 35 MPH.
411411
1743284.1 9959-021 3
19. Farron Street:
a. Between Pacific Street and 3rd Street, 30 MPH.
20. Five Star Boulevard:
a. Between Stanford Ranch Road and End, 30 MPH.
21. Granite Drive:
a. Between Rocklin Road and Sierra Meadows Drive, 30 MPH, b. Between Sierra Meadows Drive and Dominguez Road,
40 MPH,
c. Between Dominguez Road and Sierra College Boulevard, 40 MPH.
22. Grove Street:
a. Between Pacific Street and Rocklin Road, 25 MPH.
23. Lonetree Boulevard:
a. Between Blue Oaks Boulevard and West Oaks Boulevard, 40 MPH,
b. Between West Oaks Boulevard and Sunset Boulevard,
45 MPH.
24. Midas Avenue:
a. Between Pacific Street and Argonaut Avenue, 30 MPH,
b. Between Argonaut Avenue and Whitney Boulevard,
30 MPH,
c. Between Whitney Boulevard and End, 30 MPH.
25. Nightwatch Drive:
a. Between Sierra College Boulevard and Echo Ridge Road, 25 MPH.
26. Old Ranch House Road:
a. Between Whitney Ranch Parkway and Creek Hollow Drive, 30 MPH.
27. Pacific Street:
a. Between Roseville city limit and Sunset Boulevard,
45 MPH,
b. Between Sunset Boulevard and Americana Way, 40 MPH,
c. Between Americana Way and town of Loomis border, 40
MPH.
28. Painted Pony Lane:
412412
1743284.1 9959-021 4
a. Between Whitney Ranch Parkway and West Oaks
Boulevard, 35 MPH.
29. Park Drive:
a. Between Roseville city limit and Sunset Boulevard,
45 MPH,
b. Between Sunset Boulevard and Stanford Ranch Road,
45 MPH,
c. Between Stanford Ranch Road and Crest Drive, 45 MPH, d. Between Crest Drive and the intersection of Whitney
Ranch Parkway and Whitney Oaks Drive, 45 MPH.
30. Ranch View Drive:
a. Between Spring Creek Drive and Wildcat Boulevard,
35 MPH.
31. Rawhide Road:
a. Between Midas Avenue and End, 30 MPH.
32. Rocklin Road:
a. Between 5th Street and Pacific Street, 30 MPH,
b. Between Pacific Street and Granite Drive, 35 MPH,
c. Between Granite Drive and El Don Drive, 40 MPH,
d. Between El Don Drive and town of Loomis border, 40
MPH.
33. Scarborough Drive:
a. Between Sierra College Boulevard and Roseville city limit, 35 MPH.
34. Schriber Way:
a. Between Sierra College Boulevard and Lakepointe Drive, 30 MPH.
35. Sierra College Boulevard:
a. Between Placer County limit and town of Loomis border, 55 MPH,
b. Between Granite Drive and Bass Pro Drive/Dominguez
Road, 40 MPH,
c. Between Bass Pro Drive/Dominguez Road and Rocklin
Road, 50 MPH,
d. Between Rocklin Road and Roseville city limit, 50 MPH.
36. Sierra Meadows Drive:
a. Between Granite Drive and Pacific Street, 35 MPH.
413413
1743284.1 9959-021 5
37. South Grove Street:
a. Between Rocklin Road and Kannasto Street, 25 MPH.
38. South Whitney Boulevard:
a. Between Sunset Boulevard and Five Star Boulevard,
30 MPH.
39. Spring Creek Drive:
a. Between Whitney Ranch Parkway and Ranch View Drive,
35 MPH.
40. Springview Drive:
a. Between Sunset Boulevard and Springview Meadows
Drive, 35 MPH,
b. Between Springview Meadows Drive and South Whitney
Boulevard, 30 MPH.
41. Stanford Ranch Road:
a. Between Roseville city limit to Park Drive, 40 MPH,
b. Between Park Drive and West Oaks Boulevard, 45 MPH.
42. Sunset Boulevard:
a. Between Highway 65 and Blue Oaks Boulevard, 45 MPH,
b. Between Blue Oaks Boulevard and Park Drive, 45 MPH,
c. Between Park Drive and Stanford Ranch Road, 45 MPH,
d. Between Stanford Ranch Road and Whitney Boulevard,
40 MPH,
e. Between Whitney Boulevard and Pacific Street, 40 MPH, f. Between Pacific Street and Woodside Drive, 30 MPH.
43. Topaz Avenue:
a. Between Sunset Boulevard and Whitney Boulevard,
25 MPH.
44. University Avenue:
a. Between Sunset Boulevard and Whitney Ranch Parkway,
40 MPH,
b. Between Whitney Ranch Parkway and Ranch View Drive,
35 MPH.
45. West Oaks Boulevard:
a. Between Lonetree Boulevard and Sunset Boulevard,
45 MPH,
414414
1743284.1 9959-021 6
b. Between Sunset Boulevard and West Stanford Ranch
Road, 45 MPH,
c. Between West Stanford Ranch Road and Hunter Drive,
40 MPH,
d. Between Hunter Drive and Painted Pony Lane, 35 MPH.
46. West Ranch View Drive:
a. Between Wildcat Boulevard and End, 35 MPH.
47. West Stanford Ranch Road:
a. Between Sunset Boulevard and West Oaks Boulevard,
45 MPH.
48. Whitney Boulevard:
a. Between Sunset Boulevard and Midas Avenue, 35 MPH.
b. Between Midas Avenue and Sunset Boulevard, 35 MPH.
49. Whitney Oaks Drive:
a. Between Park Drive and Whitney Ranch Parkway, 35 MPH.
50. Whitney Ranch Parkway:
a. Between Highway 65 and Wildcat Boulevard, 45 MPH,
b. Between Wildcat Boulevard and Painted Pony Lane/Old
Ranch House Road, 45 MPH.
c. Between Painted Pony Lane and Ranch View Drive, 35
MPH.
d. Between Ranch View Drive and Whitney Oaks Drive, 35
MPH
51. Wildcat Boulevard:
a. Between West Stanford Ranch Road and Lincoln city limit, 45 MPH.
52. Woodside Drive:
a. Between Pacific Street and Lost Avenue, 30 MPH.
53. Wyckford Boulevard:
a. Between Park Drive and Stratton Court, 35 MPH.
Section 6. Severability. If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of the ordinance. The City Council hereby declares that it would have adopted the ordinance and each section, subsection, sentence, clause, phrase or portion thereof, irrespective 415415
1743284.1 9959-021 7
of the fact that any one or more sections, subsections, sentences, clauses, phrases or portions to be declared invalid or unconstitutional.
Section 7. Environmental Analysis. The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment (CEQA Guidelines 15061 (b)(3)). The Speed Limit Ordinance does not include the potential for a significant environmental effect, and therefore is not subject to CEQA.
Section 8. Effective Date. This ordinance shall take effect thirty (30) days after the day of its adoption.
Section 9. Publication. Within fifteen (15) days of passage of this ordinance, the City Clerk shall cause the full text of the ordinance, with the names of those City Councilmembers voting for and against the ordinance, to be published in the Placer Herald. In lieu of publishing the full text of the ordinance, the City Clerk, if so directed by the City Attorney and within fifteen (15) days, shall cause a summary of the ordinance, prepared by the City Attorney and with the names of the City Councilmembers voting for and against the ordinance, to be published in the Placer Herald , and shall post in the office of the City Clerk a certified copy of the City Councilmembers voting for and against the ordinance. The publication of a summary of the ordinance in lieu of the full text of the ordinance is authorized only where the requirements of Government Code section 36933(C)(1) are met.
INTRODUCED at a regular meeting of the City Council of the City of Rocklin held on November 14, 2023, by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
ABSTAIN: Councilmembers:
Ken Broadway, Mayor
ATTEST:
Haley Reid, Acting City Clerk
First Reading:
Second Reading:
Effective Date:
416416
STREET NAME LIMIT 1 LIMIT 2 ADT DATE OF
SURVEY 85th% MPH PACE SPEED
MPH
EXISTING
SPEED LIMIT
RECCOMENDED
SPEED LIMIT
DATE OF
SURVEY
EXPIRATION
3RD ST SUNSET BLVD FARRON ST 4,834 07/05/18 36 27 - 36 30 30 11/23/25 5TH ST MIDAS AVE THIRD ST 2,346 05/15/18 32 25 - 34 25 25 11/23/25 AGUILAR ROCKLIN RD GREENBRAE 2,993 07/02/18 32 23 - 32 25 25 11/23/25 AMERICANA WAY PACIFIC STREET DELMAR AVENUE 653 07/13/18 31 22 -31 25 25 11/23/25 ARGONAUT AVE MIDAS AVE END 2,438 06/25/18 37 28 - 37 30 30 11/23/25 ARGONAUT AVE WHITNEY BLVD MIDAS AVE 5,726 05/03/18 37 28 - 37 30 30 11/23/25 ATHERTON SUNSET BLVD LONETREE BLVD 1,779 06/27/18 32 23 - 32 25 25 11/23/25 BLUE OAKS BLVD SUNSET BLVD ROSEVILLE BORDER 35,981 04/18/18 48 39 - 48 45 45 11/23/25 BRIDLEWOOD DR WILDCAT BLVD WHITNEY RANCH PKWY 2,347 04/26/18 39 29 - 38 35 35 11/23/25 CASA GRANDE AVE FAIRWAY DR LINCOLN AVE 617 06/27/18 31 22 - 31 25 25 11/23/25 CHINA GARDEN RD AGUILAR RD END 1,170 05/30/18 49 38 - 47 45 45 11/23/25 CLOVER VALLEY RD MIDAS AVE RAWHIDE RD 1,257 04/24/18 37 27 - 36 30 30 11/23/25 CREST DR STANFORD RANCH RD PARK DR 11,790 06/05/18 41 32 - 41 35 35 11/23/25 DELMAR AVE PACIFIC ST LOOMIS BORDER 3,953 04/30/18 41 32 - 41 35 35 11/23/25 DOMINGUEZ RD PACIFIC ST GRANITE DR 3,252 04/23/18 40 32 - 41 35 35 11/23/25 EAST MIDAS AVE PACIFIC ST GROVE ST 2,109 10/27/22 28 20 - 29 25 25 12/14/30 EL DON DR ROCKLIN RD SIERRA COLLEGE BLVD 1,220 04/17/18 32 24 - 33 25 25 11/23/25 FAIRWAY DR SUNSET BLVD STANFORD RANCH RD 9,298 04/23/18 40 33 - 42 35 35 11/23/25 FARRIER RD PARK DR DARBY RD 3,639 04/25/18 40 30 - 39 35 35 11/23/25 FARRON ST PACIFIC ST THIRD ST 1,793 06/05/18 35 26 - 35 30 30 11/23/25 FIVE STAR BLVD STANFORD RANCH RD END 11,637 04/23/18 37 29 - 38 30 30 11/23/25 GRANITE ROCKLIN RD SIERRA MEADOWS DR 10,717 06/19/18 36 28 - 37 30 30 11/23/25 GRANITE SIERRA MEADOWS DR DOMINGUEZ 17,553 06/20/18 45 34 - 43 40 40 11/23/25 GRANITE DOMINGUEZ SIERRA COLLEGE BLVD 9,112 01/17/18 45 36 - 45 40 40 11/23/25 GROVE ST PACIFIC ST ROCKLIN RD 1,951 11/15/22 30 22 - 31 25 25 12/14/30 LONETREE BLVD 1 BLUE OAKS BLVD W OAKS BLVD 27,208 06/06/18 43 33 - 42 40 40 11/23/25 LONETREE BLVD 2 W OAKS BLVD SUNSET BLVD 11,542 06/07/18 47 34 - 43 45 45 11/23/25 MIDAS AVE PACIFIC ST ARGONAUT AVE 10,279 05/03/18 35 27 - 36 30 30 11/23/25 MIDAS AVE ARGONAUT AVE WHITNEY BLVD 4,143 05/03/18 35 28 - 37 30 30 11/23/25 MIDAS AVE WHITNEY BLVD END 1,440 05/03/18 37 30 - 39 30 30 11/23/25 NIGHTWATCH DR SIERRA COLLEGE BLVD ECHO RIDGE RD 2,455 07/12/18 30 21 - 30 25 25 11/23/25 OLD RANCH HOUSE RD WHITNEY RANCH PKWY CREEK HOLLOW DR 1,737 11/28/22 35 27 - 36 35 30 12/14/30 PACIFIC ST ROSEVILLE BORDER SUNSET BLVD 26,851 06/21/18 52 43 - 52 45 45 11/23/25 PACIFIC ST SUNSET BLVD AMERICANA WAY 24,444 06/07/18 44 36 - 45 40 40 11/23/25 PACIFIC ST AMERICANA WAY LOOMIS BORDER 12,506 06/26/18 45 37 - 46 40 40 11/23/25 PAINTED PONY LN WHITNEY RANCH PKWY WEST OAKS 2,601 10/26/22 38 28 - 37 35 35 12/14/30 PARK DR ROSEVILLE BORDER SUNSET BLVD 17,229 04/24/18 51 41 - 50 45 45 11/23/25 PARK DR SUNSET BLVD STANFORD RANCH RD 15,814 05/01/18 50 41 - 50 45 45 11/23/25 PARK DR STANFORD RANCH RD CREST DR 14,513 05/01/18 49 40 - 49 45 45 11/23/25 PARK DR CREST DR WHITNEY RANCH PKWY/WHITNEY OAKS DR 4,561 05/17/18 52 41 - 50 45 45 11/23/25 RANCH VIEW DR WILDCAT BLVD SPRING CREEK DR 9,478 07/03/18 40 31 - 40 35 35 11/23/25 RAWHIDE RD MIDAS AVE END 1,234 06/27/18 37 28 - 37 30 30 11/23/25 ROCKLIN RD 5TH PACIFIC ST 3,435 06/21/18 35 24 - 33 25 30 11/23/25 ROCKLIN RD PACIFIC ST GRANITE DR 16,886 06/12/18 39 31 - 40 35 35 11/23/25 ROCKLIN RD GRANITE DR EL DON DR 28,532 06/21/18 46 37 - 46 40 40 11/23/25 ROCKLIN RD EL DON DR LOOMIS BORDER 11,616 05/22/18 46 36 - 45 40 40 11/23/25 SCARBOROUGH DR SIERRA COLLEGE BLVD ROSEVILLE BORDER 1,909 04/24/18 43 35 - 44 35 35 11/23/25 SCHRIBER WAY SIERRA COLLEGE BLVD LAKEPOINTE 3,622 06/26/18 37 29 - 38 30 30 11/23/25 Green .= Speed Limit Established
Yellow .= Speed Limit Re-Established
Red .= Speed Limit Reduced
SUMMARY OF 2023 ENGINEERING AND TRAFFIC SURVEY
417417
STREET NAME LIMIT 1 LIMIT 2 ADT DATE OF
SURVEY 85th% MPH PACE SPEED
MPH
EXISTING
SPEED LIMIT
RECCOMENDED
SPEED LIMIT
DATE OF
SURVEY
EXPIRATION
SUMMARY OF 2023 ENGINEERING AND TRAFFIC SURVEY
SIERRA COLLEGE BLVD LOOMIS PLACER COUNTY 11,798 06/13/18 64 54 - 63 55 55 11/23/25 SIERRA COLLEGE BLVD GRANITE DR BASS PRO/DOMINGUEZ 11,789 06/21/18 47 36 - 45 40 40 11/23/25 SIERRA COLLEGE BLVD BASS PRO/DOMINGUEZ ROCKLIN RD 22,603 06/13/18 54 46 - 55 50 50 11/23/25 SIERRA COLLEGE BLVD ROCKLIN RD ROSEVILLE BORDER 21,845 06/21/18 56 45 - 54 50 50 11/23/25 SIERRA MEADOWS DR PACIFIC ST GRANITE DR 6,506 04/30/18 38 30 - 39 35 35 11/23/25 SOUTH GROVE ST ROCKLIN RD KANNASTO ST 1,723 11/21/22 30 22 - 31 25 25 12/14/30 SOUTH WHITNEY BLVD SUNSET BLVD FIVE STAR BLVD 5,488 04/20/18 36 27 - 36 30 30 11/23/25 SPRING CREEK DR WHITNEY RANCH PKWY RANCH VIEW DR 5,481 04/26/18 41 33 - 42 35 35 11/23/25 SPRINGVIEW DR SPRINGVIEW MEADOWS SUNSET BLVD 5,857 06/05/18 40 31 - 40 35 35 11/23/25 SPRINGVIEW DR S WHITNEY BLVD SPRINGVIEW MEADOWS 3,868 06/05/18 34 26 - 35 30 30 11/23/25 STANFORD RANCH RD ROSEVILLE BORDER PARK DR 17,414 05/15/18 47 39 - 48 40 40 11/23/25 STANFORD RANCH RD PARK DR W OAKS BLVD 15,228 05/02/18 52 42 - 51 45 45 11/23/25 SUNSET BLVD HWY 65 BLUE OAKS BLVD 23,176 06/25/18 47 40 - 49 45 45 11/23/25 SUNSET BLVD BLUE OAKS BLVD PARK DR 23,176 04/18/18 52 42 - 51 45 45 11/23/25 SUNSET BLVD PARK DR STANFORD RANCH RD 21,100 04/17/18 52 42 - 51 45 45 11/23/25 SUNSET BLVD STANFORD RANCH RD WHITNEY BLVD 20,080 05/23/18 44 34 - 43 40 40 11/23/25 SUNSET BLVD WHITNEY BLVD PACIFIC ST 33,166 04/11/18 47 38 - 47 40 40 11/23/25 SUNSET BLVD PACIFIC ST WOODSIDE DR 2,917 04/11/18 37 27 - 36 30 30 11/23/25 TOPAZ AVE SUNSET BLVD WHITNEY 2,625 06/20/18 32 25 - 34 25 25 11/23/25 UNIVERSITY AVE SUNSET BLVD WHITNEY RANCH PKWY 1,242 11/17/22 44 35 - 44 40 40 12/14/30 UNIVERSITY AVE WHITNEY RANCH PKWY W RANCH VIEW DR 3,286 11/17/22 42 33 - 42 35 35 12/14/30 W OAKS BLVD LONETREE BLVD SUNSET BLVD 3,678 05/01/18 48 36 - 45 45 45 11/23/25 W OAKS BLVD SUNSET BLVD W STANFORD RANCH RD 6,951 05/01/18 52 43 - 52 45 45 11/23/25 W OAKS BLVD STANFORD RANCH RD HUNTER 3,649 05/18/18 44 37 - 46 40 40 11/23/25 W OAKS BLVD HUNTER PAINTED PONY LANE 3,649 06/28/18 42 31 - 40 35 35 11/23/25 W RANCH VIEW DR WILDCAT BLVD END 2,247 08/14/18 41 33 - 42 25 35 11/23/25 W STANFORD RANCH RD SUNSET BLVD W OAKS BLVD 16,692 04/26/18 49 41 - 50 45 45 11/23/25 WHITNEY BLVD CREST DR MIDAS AVE 11,106 05/02/18 36 29 - 38 35 35 11/23/25 WHITNEY BLVD MIDAS AVE SUNSET BLVD 9,247 05/02/18 41 32 - 41 35 35 11/23/25 WHITNEY OAKS DR WHITNEY RANCH PKWY PARK DR 1,467 04/30/18 41 33 - 42 35 35 11/23/25 WHITNEY RANCH PKWY HWY 65 WILDCAT BLVD 3,232 05/02/18 48 38 - 47 40 45 11/23/25 WHITNEY RANCH PKWY WILDCAT BLVD PAINTED PONY LANE 3,232 05/01/18 52 43 - 52 40 45 11/23/25 WHITNEY RANCH PKWY PAINTED PONY LANE RANCH VIEW DR 2,192 10/28/22 41 31 - 40 35 35 12/14/30 WHITNEY RANCH PKWY RANCH VIEW DR WHITNEY OAKS DR 1,453 10/28/22 41 32 - 41 35 35 12/14/30 WILDCAT BLVD W STANFORD RANCH RD LINCOLN BORDER 10,206 04/26/18 47 38 - 47 45 45 11/23/25 WOODSIDE DR PACIFIC ST LOST AVE 1,669 04/20/18 35 27 - 36 30 30 11/23/25 WYCKFORD BLVD PARK DR STRATTON CT 5,626 04/30/18 40 29 - 38 35 35 11/23/25 Green
Yellow
Red
.= Speed Limit Established
.= Speed Limit Reduced
.= Speed Limit Re-Established
418418
SUMMARY OF ENGINEERING AND TRAFFIC SURVEYS AND PROPOSED SPEED LIMITS:
A. Establishing Speed Limits for New Speed Zones
B. Re-Establishing Speed Limits for Existing Speed Zones C. Reducing Speed Limits for Existing Speed Zones
DISCUSSION ON PROPOSED SPEED LIMITS:
A. Establishing Speed Limits for New Speed Zones
1. East Midas Avenue (Pacific Street to Grove Street)
Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 28 mph, the speed limit on this speed zone shall be established at 25 mph.
2. Grove Street (Pacific Street to Rocklin Road)
Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 30 mph, the speed limit on this speed zone shall be established at 25 mph.
3. South Grove Street (Rocklin Road to Kannasto Street) Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 30 mph, the speed limit on this speed zone shall be established at 25 mph.
4. University Avenue (Sunset Boulevard to Whitney Ranch Parkway) No
Engineering
& Traffic
Survey
Book Page #
Surveyed Street Limit 1 Limit 2
Posted
Speed
Limit
(mph)
85%
Speed
(mph)
Proposed
Speed
Limit
(mph)
1 46 East Midas Avenue Pacific Street Grove Street 25 28 25 2 73 Grove Street Pacific Street Rocklin Road 25 30 25
3 160 South Grove Street Rocklin Road Kannasto Street 25 30 25 4 202 University Avenue Sunset Boulevard Whitney Ranch Parkway 40 44 40 5 205 University Avenue Whitney Ranch Parkway Ranch View Drive 35 42 35 6 241 Whitney Ranch Parkway Painted Pony Lane Ranch View Drive 35 41 35 7 244 Whitney Ranch Parkway Ranch View Drive Whiney Oaks Drive 35 41 35 No
Engineering
& Traffic
Survey
Book Page #
Surveyed Street Limit 1 Limit 2
Posted
Speed
Limit
(mph)
85%
Speed
(mph)
Proposed
Speed
Limit
(mph)
1 106 Painted Pony Lane Whitney Ranch Parkway West Oaks Boulevard 35 38 35 No
Engineering
& Traffic
Survey
Book Page #
Surveyed Street Limit 1 Limit 2
Posted
Speed
Limit
(mph)
85%
Speed
(mph)
Proposed
Speed
Limit
(mph)
1 94 Old Ranch House Road Whitney Ranch Parkway Creek Hollow Drive 35 35 30 419419
Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 44 mph, the speed limit on this speed zone shall be established at 40 mph.
5. University Avenue (Whitney Ranch Parkway to Ranch View Drive) Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 42 mph, the speed limit on this speed zone shall be established at 35 mph.
6. Whitney Ranch Parkway (Painted Pony Lane to Ranch View Drive) Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 41 mph, the speed limit on this speed zone shall be established at 35 mph.
7. Whitney Ranch Parkway (Ranch View Drive to Whitney Oaks Drive) Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 41 mph, the speed limit on this speed zone shall be established at 35 mph.
B. Re-Establishing Speed Limits for Existing Speed Zones
1. Painted Pony Lane (Whitney Ranch Parkway to West Oaks Boulevard) This speed zone has a posted speed limit of 30 mph. Since the 85th percentile speed, as indicated by an E&TS is 38 mph, the posted speed limit for this speed zone shall be re- established at 35 mph.
C. Reducing Speed Limits for Existing Speed Zones
1. Old Ranch House Road (Whitney Ranch Parkway to Creek Hollow Drive) This speed zone has a posted speed limit of 35 mph. Since the 85th percentile speed, as indicated by an E&TS is 35 mph, the speed limit on this speed zone shall be reduced to 30 mph.
420420
t ... -....
ROCKLIN CALIFO�NIA
ENGINEERING DIVISION
Engineering and
Speed Survey
Dep1lrtment of Public Services
City of Rocklin
State of California
421421
STREET NAME LIMIT 1 LIMIT 2 ADT DATE OF
SURVEY 85th% MPH PACE SPEED
MPH
EXISTING
SPEED LIMIT
RECCOMENDED
SPEED LIMIT
DATE OF
SURVEY
EXPIRATION
3RD ST SUNSET BLVD FARRON ST 4,834 07/05/18 36 27 - 36 30 30 11/23/25 5TH ST MIDAS AVE THIRD ST 2,346 05/15/18 32 25 - 34 25 25 11/23/25 AGUILAR ROCKLIN RD GREENBRAE 2,993 07/02/18 32 23 - 32 25 25 11/23/25 AMERICANA WAY PACIFIC STREET DELMAR AVENUE 653 07/13/18 31 22 -31 25 25 11/23/25 ARGONAUT AVE MIDAS AVE END 2,438 06/25/18 37 28 - 37 30 30 11/23/25 ARGONAUT AVE WHITNEY BLVD MIDAS AVE 5,726 05/03/18 37 28 - 37 30 30 11/23/25 ATHERTON SUNSET BLVD LONETREE BLVD 1,779 06/27/18 32 23 - 32 25 25 11/23/25 BLUE OAKS BLVD SUNSET BLVD ROSEVILLE BORDER 35,981 04/18/18 48 39 - 48 45 45 11/23/25 BRIDLEWOOD DR WILDCAT BLVD WHITNEY RANCH PKWY 2,347 04/26/18 39 29 - 38 35 35 11/23/25 CASA GRANDE AVE FAIRWAY DR LINCOLN AVE 617 06/27/18 31 22 - 31 25 25 11/23/25 CHINA GARDEN RD AGUILAR RD END 1,170 05/30/18 49 38 - 47 45 45 11/23/25 CLOVER VALLEY RD MIDAS AVE RAWHIDE RD 1,257 04/24/18 37 27 - 36 30 30 11/23/25 CREST DR STANFORD RANCH RD PARK DR 11,790 06/05/18 41 32 - 41 35 35 11/23/25 DELMAR AVE PACIFIC ST LOOMIS BORDER 3,953 04/30/18 41 32 - 41 35 35 11/23/25 DOMINGUEZ RD PACIFIC ST GRANITE DR 3,252 04/23/18 40 32 - 41 35 35 11/23/25 EAST MIDAS AVE PACIFIC ST GROVE ST 2,109 10/27/22 28 20 - 29 25 25 12/14/30 EL DON DR ROCKLIN RD SIERRA COLLEGE BLVD 1,220 04/17/18 32 24 - 33 25 25 11/23/25 FAIRWAY DR SUNSET BLVD STANFORD RANCH RD 9,298 04/23/18 40 33 - 42 35 35 11/23/25 FARRIER RD PARK DR DARBY RD 3,639 04/25/18 40 30 - 39 35 35 11/23/25 FARRON ST PACIFIC ST THIRD ST 1,793 06/05/18 35 26 - 35 30 30 11/23/25 FIVE STAR BLVD STANFORD RANCH RD END 11,637 04/23/18 37 29 - 38 30 30 11/23/25 GRANITE ROCKLIN RD SIERRA MEADOWS DR 10,717 06/19/18 36 28 - 37 30 30 11/23/25 GRANITE SIERRA MEADOWS DR DOMINGUEZ 17,553 06/20/18 45 34 - 43 40 40 11/23/25 GRANITE DOMINGUEZ SIERRA COLLEGE BLVD 9,112 01/17/18 45 36 - 45 40 40 11/23/25 GROVE ST PACIFIC ST ROCKLIN RD 1,951 11/15/22 30 22 - 31 25 25 12/14/30 LONETREE BLVD 1 BLUE OAKS BLVD W OAKS BLVD 27,208 06/06/18 43 33 - 42 40 40 11/23/25 LONETREE BLVD 2 W OAKS BLVD SUNSET BLVD 11,542 06/07/18 47 34 - 43 45 45 11/23/25 MIDAS AVE PACIFIC ST ARGONAUT AVE 10,279 05/03/18 35 27 - 36 30 30 11/23/25 MIDAS AVE ARGONAUT AVE WHITNEY BLVD 4,143 05/03/18 35 28 - 37 30 30 11/23/25 MIDAS AVE WHITNEY BLVD END 1,440 05/03/18 37 30 - 39 30 30 11/23/25 NIGHTWATCH DR SIERRA COLLEGE BLVD ECHO RIDGE RD 2,455 07/12/18 30 21 - 30 25 25 11/23/25 OLD RANCH HOUSE RD WHITNEY RANCH PKWY CREEK HOLLOW DR 1,737 11/28/22 35 27 - 36 35 30 12/14/30 PACIFIC ST ROSEVILLE BORDER SUNSET BLVD 26,851 06/21/18 52 43 - 52 45 45 11/23/25 PACIFIC ST SUNSET BLVD AMERICANA WAY 24,444 06/07/18 44 36 - 45 40 40 11/23/25 PACIFIC ST AMERICANA WAY LOOMIS BORDER 12,506 06/26/18 45 37 - 46 40 40 11/23/25 PAINTED PONY LN WHITNEY RANCH PKWY WEST OAKS 2,601 10/26/22 38 28 - 37 35 35 12/14/30 PARK DR ROSEVILLE BORDER SUNSET BLVD 17,229 04/24/18 51 41 - 50 45 45 11/23/25 PARK DR SUNSET BLVD STANFORD RANCH RD 15,814 05/01/18 50 41 - 50 45 45 11/23/25 PARK DR STANFORD RANCH RD CREST DR 14,513 05/01/18 49 40 - 49 45 45 11/23/25 PARK DR CREST DR WHITNEY RANCH PKWY/WHITNEY OAKS DR 4,561 05/17/18 52 41 - 50 45 45 11/23/25 RANCH VIEW DR WILDCAT BLVD SPRING CREEK DR 9,478 07/03/18 40 31 - 40 35 35 11/23/25 RAWHIDE RD MIDAS AVE END 1,234 06/27/18 37 28 - 37 30 30 11/23/25 ROCKLIN RD 5TH PACIFIC ST 3,435 06/21/18 35 24 - 33 25 30 11/23/25 ROCKLIN RD PACIFIC ST GRANITE DR 16,886 06/12/18 39 31 - 40 35 35 11/23/25 ROCKLIN RD GRANITE DR EL DON DR 28,532 06/21/18 46 37 - 46 40 40 11/23/25 ROCKLIN RD EL DON DR LOOMIS BORDER 11,616 05/22/18 46 36 - 45 40 40 11/23/25 SCARBOROUGH DR SIERRA COLLEGE BLVD ROSEVILLE BORDER 1,909 04/24/18 43 35 - 44 35 35 11/23/25 SCHRIBER WAY SIERRA COLLEGE BLVD LAKEPOINTE 3,622 06/26/18 37 29 - 38 30 30 11/23/25 Green .= Speed Limit Established
Yellow .= Speed Limit Re-Established
Red .= Speed Limit Reduced
SUMMARY OF 2023 ENGINEERING AND TRAFFIC SURVEY
422422
STREET NAME LIMIT 1 LIMIT 2 ADT DATE OF
SURVEY 85th% MPH PACE SPEED
MPH
EXISTING
SPEED LIMIT
RECCOMENDED
SPEED LIMIT
DATE OF
SURVEY
EXPIRATION
SUMMARY OF 2023 ENGINEERING AND TRAFFIC SURVEY
SIERRA COLLEGE BLVD LOOMIS PLACER COUNTY 11,798 06/13/18 64 54 - 63 55 55 11/23/25 SIERRA COLLEGE BLVD GRANITE DR BASS PRO/DOMINGUEZ 11,789 06/21/18 47 36 - 45 40 40 11/23/25 SIERRA COLLEGE BLVD BASS PRO/DOMINGUEZ ROCKLIN RD 22,603 06/13/18 54 46 - 55 50 50 11/23/25 SIERRA COLLEGE BLVD ROCKLIN RD ROSEVILLE BORDER 21,845 06/21/18 56 45 - 54 50 50 11/23/25 SIERRA MEADOWS DR PACIFIC ST GRANITE DR 6,506 04/30/18 38 30 - 39 35 35 11/23/25 SOUTH GROVE ST ROCKLIN RD KANNASTO ST 1,723 11/21/22 30 22 - 31 25 25 12/14/30 SOUTH WHITNEY BLVD SUNSET BLVD FIVE STAR BLVD 5,488 04/20/18 36 27 - 36 30 30 11/23/25 SPRING CREEK DR WHITNEY RANCH PKWY RANCH VIEW DR 5,481 04/26/18 41 33 - 42 35 35 11/23/25 SPRINGVIEW DR SPRINGVIEW MEADOWS SUNSET BLVD 5,857 06/05/18 40 31 - 40 35 35 11/23/25 SPRINGVIEW DR S WHITNEY BLVD SPRINGVIEW MEADOWS 3,868 06/05/18 34 26 - 35 30 30 11/23/25 STANFORD RANCH RD ROSEVILLE BORDER PARK DR 17,414 05/15/18 47 39 - 48 40 40 11/23/25 STANFORD RANCH RD PARK DR W OAKS BLVD 15,228 05/02/18 52 42 - 51 45 45 11/23/25 SUNSET BLVD HWY 65 BLUE OAKS BLVD 23,176 06/25/18 47 40 - 49 45 45 11/23/25 SUNSET BLVD BLUE OAKS BLVD PARK DR 23,176 04/18/18 52 42 - 51 45 45 11/23/25 SUNSET BLVD PARK DR STANFORD RANCH RD 21,100 04/17/18 52 42 - 51 45 45 11/23/25 SUNSET BLVD STANFORD RANCH RD WHITNEY BLVD 20,080 05/23/18 44 34 - 43 40 40 11/23/25 SUNSET BLVD WHITNEY BLVD PACIFIC ST 33,166 04/11/18 47 38 - 47 40 40 11/23/25 SUNSET BLVD PACIFIC ST WOODSIDE DR 2,917 04/11/18 37 27 - 36 30 30 11/23/25 TOPAZ AVE SUNSET BLVD WHITNEY 2,625 06/20/18 32 25 - 34 25 25 11/23/25 UNIVERSITY AVE SUNSET BLVD WHITNEY RANCH PKWY 1,242 11/17/22 44 35 - 44 40 40 12/14/30 UNIVERSITY AVE WHITNEY RANCH PKWY W RANCH VIEW DR 3,286 11/17/22 42 33 - 42 35 35 12/14/30 W OAKS BLVD LONETREE BLVD SUNSET BLVD 3,678 05/01/18 48 36 - 45 45 45 11/23/25 W OAKS BLVD SUNSET BLVD W STANFORD RANCH RD 6,951 05/01/18 52 43 - 52 45 45 11/23/25 W OAKS BLVD STANFORD RANCH RD HUNTER 3,649 05/18/18 44 37 - 46 40 40 11/23/25 W OAKS BLVD HUNTER PAINTED PONY LANE 3,649 06/28/18 42 31 - 40 35 35 11/23/25 W RANCH VIEW DR WILDCAT BLVD END 2,247 08/14/18 41 33 - 42 25 35 11/23/25 W STANFORD RANCH RD SUNSET BLVD W OAKS BLVD 16,692 04/26/18 49 41 - 50 45 45 11/23/25 WHITNEY BLVD CREST DR MIDAS AVE 11,106 05/02/18 36 29 - 38 35 35 11/23/25 WHITNEY BLVD MIDAS AVE SUNSET BLVD 9,247 05/02/18 41 32 - 41 35 35 11/23/25 WHITNEY OAKS DR WHITNEY RANCH PKWY PARK DR 1,467 04/30/18 41 33 - 42 35 35 11/23/25 WHITNEY RANCH PKWY HWY 65 WILDCAT BLVD 3,232 05/02/18 48 38 - 47 40 45 11/23/25 WHITNEY RANCH PKWY WILDCAT BLVD PAINTED PONY LANE 3,232 05/01/18 52 43 - 52 40 45 11/23/25 WHITNEY RANCH PKWY PAINTED PONY LANE RANCH VIEW DR 2,192 10/28/22 41 31 - 40 35 35 12/14/30 WHITNEY RANCH PKWY RANCH VIEW DR WHITNEY OAKS DR 1,453 10/28/22 41 32 - 41 35 35 12/14/30 WILDCAT BLVD W STANFORD RANCH RD LINCOLN BORDER 10,206 04/26/18 47 38 - 47 45 45 11/23/25 WOODSIDE DR PACIFIC ST LOST AVE 1,669 04/20/18 35 27 - 36 30 30 11/23/25 WYCKFORD BLVD PARK DR STRATTON CT 5,626 04/30/18 40 29 - 38 35 35 11/23/25 Green
Yellow
Red
.= Speed Limit Established
.= Speed Limit Reduced
.= Speed Limit Re-Established
423423
3RD
STREET
Sunset Blvd. to Farron St.
DE
SCRIPTION/LOCATION
Thi
s section of 3rd Street is a residential collector roadway. It is part of the safe routes to schools program and is used by children walking to Springview Middle School, and to Johnson-Springview Park, which is a large community park. There are frequent events at the park which greatly increase pedestrian, bicycle, and motor vehicle volumes . There is high density residential near Sunset Boulevard which generate s a moderate amount pedestrian volume that utilizes 3rd Street.
CO
LLISIONS
A t
otal of five accidents have been recorded between 201 5 and 2017. Two of those accidents were reported in 2015, two were in 2016, and one was in 2017.
SURVE
Y RESULTS/RECOMMENDATION
The 85th percentile speed on 3 rd St. between Sunset Blvd. and Farron St. is 36 MPH. It is recommended that the speed limit rema ins 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
1 424424
Road Name:
3rd St.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sunset Blvd. to Farron St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Non-retrroreflective yellow markers
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
X
4834
36 Class II bikeway on both sides of road.
27 - 36
30 2015 2016 2017
2 2 1
Sunset Blvd
Parkside Dr
W
illard W
y
5th St
Farron St
3rd St
!"$
1238
RES
COM RES PARK
PARK
PARK
RES
RES
RES
2 425425
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 1 1
42 0
41 0
40 1 1
39 1 1
38 1 1 1 3
37 1 1 1 3
36 1 1 1 1 1 1 1 7
35 1 1 1 1 1 1 6
34 1 1 1 3
33 1 1 1 1 1 1 1 1 1 1 10
32 1 1 1 1 1 1 1 1 8
31 1 1 1 1 1 1 1 1 1 1 1 1 1 13
30 1 1 1 1 4
29 1 1 1 1 1 1 6
28 1 1 1 1 1 1 1 7
27 1 1 1 1 1 1 1 1 1 1 1 11
26 1 1 1 1 1 5
25 1 1 1 3
24 1 1
23 1 1 2
22 1 1 1 3
21 1 1 1 3
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, bike lanes on
both sides, no recovery area,
47 feet wide,
nonretroreflective yellow
markers median
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 2 1
PDO 2 1 0
INJURY 0 0 2
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 31 MPH
Pace: 27 - 36 MPH
85th %: 36 MPH
Posted: 30 MPH
Thursday Time:
9:06am - 9:57am
Nick/Ali
SPEED DATA
Pole 226
Segment: Sunset - Farron
Weather: Sunny Observer:
Street: 3rd street Location:
Length: 0.28 Miles Direction: both
Date:
07/05/2018
Day:
30 9/26/18
1106 11/23/18
3 426426
5TH STREET
Midas Avenue to Third Street
D
ESCRIPTION/LOCATION
5t
h Street is a residential collector that indirectly connects Sunset Boulevard and Midas Avenue. It serves the existing residential areas, a major community park, community center and a junior high school. Because of the geographic location of the park and school, many students walk to and from these locations. There is driveway access to many residential homes on both sides of the roadway. Fifth Street also contains Parking lanes and a class II bikeway.
C
OLLISIONS
A
ccident records show that there were five collisions on Fifth St. from 2015 to 2017.
Three were in 2015, one in 2016, and another in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85th percentile speed on Fifth St. is 32 MPH. It is recommended that the speed limit remain at 25 MPH. The 5 MPH reduction below the 85 th percentile is supported by this roadway’s residential density as well as its high pedestrian volume near Johnson - Springview Park and Springview Middle School.
4 427427
Road Name:
5th St.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Midas Ave. to 3rd St.
q
School
Residence
Business
Park
Open Space
Bikeway1
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
48'
2 Painted
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
2346
32 Class II bikeway on both sides of road.
High pedestrian volume due to park and middle school.
25 - 34
25 2015 2016 2017
3 1
C St
B St
Rocklin Rd
Nevada St
Parkview Ln
Willowglen Wy
Midas Ave
3rd St!"$
!"$ !"$
RES RES RES RES
RES
RESPARK PARK
X
5th St
1237
X
RES
RES
SCHOOLPARK
JOHNSON-SPRINGVIEW
COMMUNITY PARK
RES
1237
Farron St
5th St
!"$
5 428428
SPEED SURVEY Survey No.
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 1 1
38 0
37 1 1 2
36 1 1
35 1 1
34 1 1
33 1 1 1 1 1 1 6
32 1 1 1 3
31 1 1 1 1 1 5
30 1 1 1 1 1 1 6
29 1 1 1 1 1 1 1 1 1 1 10
28 1 1 1 1 1 1 6
27 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
26 1 1 1 1 1 1 1 1 1 1 1 1 1 13
25 1 1 1 1 1 1 1 1 1 1 1 1 1 13
24 1 1 1 1 1 5
23 1 1 2
22 1 1 1 1 1 5
21 1 1 1 1 4
20 1 1
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
5th and Parkview / 5th and Rocklin
Segment: Midas - 3rd
Weather: Sunny Observer:
Street: 5th Street Location:
Length: 0.82 Miles Direction: both
Date:
05/15/2018
Day: Tuesday Time:
10:20AM - 12:30PM
Ali
SPEED DATA
85th %: 32 MPH
Posted: 25 MPH
Average: 28 MPH
Pace: 25 - 34 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 0 0
Resolution # Adopted:
ROADWAY CONDITIONS
Two lane road, bike lane on
both sides, loading and
unloading zone infront of
Springview Middle School
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
25 6
429429
AGUILAR ROAD
Rocklin Road to Greenbrae Road
DESCRIPTION/LOCATION
Aguilar R oad is a residential collector that runs north-south from Rocklin R oad to Greenbrae R oad. Aguilar road connects a medium density residential area to Rocklin Road which is a minor arterial. Aguilar road is a narrow two lane road with no striping, curb or gutter.
It is bound by a sig nalized intersection at Rocklin Road , and ends with a stop sign at Greenbrae Road. There are three intersecting streets, two of which are being controlled by stop signs.
COLLISIONS
Accident records show t hat there were a total of three accidents from 2015 to 2017.
There were two accidents in 2015, one in 2016 and zero in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Aguilar Rd. is 32 MPH. It is recommended that the speed limit remain at 25 MPH. The 5 MPH reduction is supported by this roadway’s residential density, and geometry of the road.
7 430430
Road Name:
Aguilar Rd
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Rocklin Rd. to Greenbrae Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
26'
2 No Center Median
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
2993
X
32 Class II bikeway on both sides of road.
26 - 35
25 2015 2016 2017
2 1 0
Aguilar Rd.
Rocklin Rd
GreenBrae Rd
RES
RESCOM
School
!"$ !"$1237
8 431431
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 1 1
37 1 1 2
36 1 1
35 1 1 1 3
34 1 1 1 3
33 1 1 1 1 1 5
32 1 1 1 1 4
31 1 1 1 3
30 1 1 1 1 1 1 1 1 8
29 1 1 1 1 1 1 1 1 8
28 1 1 1 1 1 1 1 1 1 9
27 1 1 1 1 1 1 1 1 1 9
26 1 1 1 1 1 1 1 1 1 1 1 11
25 1 1 1 1 1 1 1 1 1 1 1 1 1 13
24 1 1 1 1 1 1 6
23 1 1 1 1 1 1 6
22 1 1 1 3
21 1 1 2
20 1 1 2
19 1 1 2
18 0
17 0
16 1 1
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
One travel lane is on each
side; each travel lane is 12.1'
wide. One bike lane is on each
side; each bike lane is 3.5'
wide. The distance from curb
to bike lane on each side is
6.3'.
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 1 0
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 27 MPH
Pace: 23 - 32 MPH
85th %: 32 MPH
Posted: 25 MPH
Monday Time:
11:40am - 12:50pm
Ali/Nick
SPEED DATA
Arrowhead
Segment: Rocklin - Greenbrae
Weather: Sunny Observer:
Street: Aguilar Location:
Length: 0.5 Miles Direction: both
Date:
07/02/2018
Day:
9/26/18
1106 11/23/18
25 9
432432
AMERICANA WAY
Pacific Street to Delmar Avenue
DESCRIPTION/LOCATION
Americana Way is a local, residential road which connects to Pacific Street “Minor Arterial” to Delmar Avenue “Minor Collector”. It is a 2 lane road with parking on both sides. There are no bike lanes and the street is lined with medium density residences with driveway access.
There is no recovery area on Americana Way and the street is bound by curb and gutter on both sides.
COLLISIONS
Accident records show that there were zero collisions on Americana Way from 2015 to 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Americana Way is 31 MPH. It is recommended that the speed limit remains 25 MPH in accordance with section 21400(b) of the California Vehicle Code.
10 433433
Road Name:
Americana Way
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Independence Pl. to Delmar Ave.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
34'
2 No Center Median
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
653
X
31 Class II bikeway on both sides of road.
22 - 31
25 2015 2016 2017
0 0 0
Americana Way
Del Rio Ct Pacific St
Sierra Meadows Blvd
!"$1237
RES
RES
RES
Delmar Ave
11 434434
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 1 1 2
40 0
39 0
38 1 1
37 0
36 0
35 1 1 2
34 1 1 1 3
33 1 1 1 3
32 1 1 1 1 1 5
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 5
29 1 1 1 1 1 1 1 1 1 9
28 1 1 1 1 1 1 1 1 1 9
27 1 1 1 1 1 1 1 1 1 1 1 1 1 13
26 1 1 1 1 1 1 1 1 1 1 1 11
25 1 1 1 1 1 1 1 1 1 1 1 1 12
24 1 1 1 1 1 1 1 7
23 1 1 1 3
22 1 1 1 1 1 1 1 7
21 1 1 1 3
20 1 1 1 3
19 1 1 2
18 1 1 2
17 0
16 1 1
15 0
14 0
13 0
12 0
11 0
10 or lower 0
111
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 lane road, parking on both
sides, no bike lane no recovery
area, no center median, 36 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 0
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 27 MPH
Pace: 22 - 31 MPH
85th %: 31 MPH
Posted: 25 MPH
Friday/Tues
day Time:
1:00pm-2:39pm /
9:34am - 10:18am
Ali/Nick/Long
SPEED DATA
4247 Americana way
Segment: Pacific St. - Delmar Ave.
Weather: Sunny Observer:
Street: Americana Way Location:
Length: 0.58 Miles Direction: both
Date:
07/13/2018 &
07/17/2018 Day:
9/26/18
1106 11/23/18
25 12
435435
ARGONAUT AVENUE
Midas Avenue to End
DESCRIPTION/LOCATION
Argonaut Avenue is a two-lane, east-west major residential collector that terminates at Yankee Hill Road . Argonaut Avenue, east of Midas Avenue is 52 feet wide with bike lanes and 8 foot parking lanes . Argonaut Avenue is fronted with homes and varies in width, with many intersecting streets of medium residential density. This segment of roadway is a designated bikeway per the city's general plan.
There is no recovery area on Argonaut Avenue. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were seven collisions on Argonaut Ave. from Midas Ave. to End from 2015 to 2017. There were two accidents in 2015, two in 2016, and three in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Argonaut Ave. between Midas Ave. and End is 37 MPH. It is recommended that the speed limit remains 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
13 436436
Road Name:
Argonaut Ave.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Midas Ave. to End
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
48'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
2438
37 Class II bikeway on both sides of road.
28 - 37
30 2015 2016 2017
2 2 3
RES
RES
RES
RES
!"$
M
idas Ave
Piedra Ct
Rio Ct
La Paloma Way
M
ountain View
Dr
Hillside Dr
Adam Ct
David Ct
LemonhillDr End
!"$!"$
1238
Argonaut Ave
1238
123812381238
1238
RES
RES
RESRES
RES
RES
RES
RES
RES
14 437437
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 1 1
49 0
45 0
44 1 1
43 1 1 1 3
42 0
41 1 1
40 1 1
39 1 1 1 3
38 1 1 1 3
37 1 1 1 1 1 5
36 1 1 1 1 1 1 1 7
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 8
33 1 1 1 1 1 1 1 1 8
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
31 1 1 1 1 1 1 1 1 1 9
30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
29 1 1 1 1 1 1 1 7
28 1 1 1 1 1 1 6
27 0
26 0
25 1 1
24 1 1
23 0
22 0
21 0
20 0
19 0
18 0
17 0
0 15 0
0 0
0 0
10 or lower 0
106
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
One travel lane is on each side;
each travel lane is 13.0' wide.
One bike lane is on each side;
each bike lane is 4.6' wide.
One parking lane is on each
side; each parking lane is 7.5'
wide.
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 2 3
PDO 2 2 1
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2013 2014 2015
Average: 33 MPH
Pace: 28-37 MPH
85th %: 37 MPH
Posted: 30 MPH
Monday Time: 11:35-11:54 AM
Nick
SPEED DATA
3570 Argonaut Ave.
Segment: From Midas Ave to End
Weather: Sunny Observer:
Street: Argonaut Ave. Location:
Length: 0.93 Miles Direction: Both
Date: 06/25/2018 Day:
9/26/18
1106 11/23/18
30 15
438438
ARGONAUT AVENUE
Whitney Boulevard to Midas Avenue
DESCRIPTION/LOCATION
This section of Argonaut Avenue is a two -lane, east-west major residential collector from Whitney Boulevard to Midas Avenue. Argonaut Avenue runs from Yankee Hill Road westerly to Whitney Boulevard and becomes Topaz Avenue west of Whitney Boulevard.
Argonaut Avenue is fronted with homes of medium residential density and varies in width. Parking is permitted on both sides of Argonaut Ave nue between Whitney Boulevard and Midas Ave nue. There is a painted fog line to delineate the roadway and available parking. This stretch of roadway is a designated bikeway per the city's general plan.
There is no recovery area on Argonaut Avenue. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were nine collisions on Arg onaut Ave. from 20 15 to 2017.Two accidents were in 2015, four in 2016, and three in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Argonaut Ave. between Whitney Blvd. and Midas Ave. is 37 MPH. It is recommended that the speed limit rem ains 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
16 439439
Road Name:
Argonaut Ave.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Whitney Blvd. to Midas Ave.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
5726
37 Class II bikeway on both sides of road.
28 - 37
30 2015 2016 2017
2 2 0
W
hitney Blvd
Northstar St
Union St
Kennedy Ct Midas Ave
PARK RES
RES
RES RES
RES
!"$
!"$
1238
Argonaut Ave
1238
RES
RES
RES
PARK
RES
RESRESRESRES
RES
17 440440
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 1 1 2
40 1 1 2
39 1 1 1 1 4
38 1 1
37 1 1 1 1 1 5
36 1 1 1 1 1 1 1 1 1 9
35 1 1 1 1 1 1 1 1 1 1 1 1 12
34 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
33 1 1 1 1 1 1 1 7
32 1 1 1 1 1 1 1 1 1 1 10
31 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
30 1 1 1 1 1 1 1 1 1 9
29 1 1 1 1 1 1 1 1 1 1 1 1 1 13
28 1 1 1 1 1 1 1 1 8
27 1 1 2
26 0
25 0
24 1 1
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
114
DATE
City Engineer
Kennedy Ct - Union Ct
Segment: Whitney - Midas
Weather: Sunny Observer:
Street: Argonaut Location:
Length: 0.66 Direction: both
Date:
05/03/2018
Day: Thursday Time:
9AM - 10AM
Ali
SPEED DATA
85th %: 37 MPH
Posted: 30 MPH
Average: 33 MPH
Pace: 28 - 37 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 2 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 2 2 0
Resolution # Adopted:
ROADWAY CONDITIONS
One lane in each direction
with no center divider. Street
parking on both sides,
sidewalks in both directions no
bike lanes.
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 18
441441
ATHERTON ROAD
Sunset Boulevard to Lonetree Boulevard
DESCRIPTION/LOCATION
Atherton Road. is a two lane road that is a collector for businesses of light industrial use.
It is curvilinear and runs from Sunset Boulevard to Lonetree Boulevard. Throughout both sides of the street t here is parking but no bike lanes. From Sunset B oulevard to Menlo Drive there is a raised lan dscape median and from Menlo Drive to Lonetree B oulevard.
There is no center median or lane marking.
There is no recovery area on Atherton Rd. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
There were a total of eight accidents from 2015 to 2017. There were three accidents in 2015, three in 2016, and two in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Atherton Rd. between Sunset Blvd. and Lonetree Blvd. is 32 MPH. It is recommended that the speed limit remains 25 MPH in accordance with section 21400(b) of the California Vehicle Code.
19 442442
Road Name:
Atherton Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sunset Blvd. to Lonetree Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
42'
2 No Center Median
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237 X
X
X
X
1779
X
32 Class II bikeway on both sides of road.
23 - 32
25 2015 2016 2017
3 3 2
Atherton Rd
Sunset Blvd
Lonetree Blvd
Menlo Dr
COM
COM
COM
COM
COM
COM
!"$
!"$1237
1237
1237
20 443443
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 1 1
38 1 1 2
37 0
36 1 1 2
35 1 1 2
34 1 1 1 1 4
33 1 1 1 3
32 1 1 1 1 1 1 6
31 1 1 1 1 1 5
30 1 1 1 1 1 1 1 1 8
29 1 1 1 1 1 5
28 1 1 1 1 1 1 1 1 1 1 1 1 1 13
27 1 1 1 1 1 5
26 1 1 1 1 1 1 1 1 1 1 1 1 12
25 1 1 1 1 1 1 1 7
24 1 1 1 1 1 1 1 1 1 9
23 1 1 1 1 1 1 1 1 1 1 10
22 1 1
21 1 1 1 3
20 1 1 1 1 4
19 0
18 1 1
17 0
16 1 1
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 Lane road, parking on both
sides, no center median, no
bike lane, no recovery area, 45
feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 3 3 2
PDO 1 0 0
INJURY 0 1 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 27 MPH
Pace: 23 -32 MPH
85th %: 32 MPH
Posted: 25 MPH
Wednesday Time:
1:50pm - 2:53pm
Ali/Nick
SPEED DATA
Integra Realty Resources
Segment: Sunset - Lonetree
Weather: Sunny Observer:
Street: Atherton Location:
Length: 0.82 Miles Direction: both
Date:
06/27/2018
Day:
9/26/18
1106 11/23/18
25 21
444444
BLUE OAKS BOULEVARD
City of Roseville Limit to Sunset Boulevard
DESCRIPTION/LOCATION
Blue Oaks B oulevard is a four lane minor arterial. The roadway runs north- south from the City of Roseville limit to Sunset Boulevard. Parking is restricted on both sides of Blue Oaks B oulevard. There is a class II bike lane on both sides of the street. Significant traffic enters Blue Oaks Boulevard from adjacent elementary schools during pick-up and drop-off times. There is a mixture of land use adjacent to Blue Oaks B oulevard. Nearest to the Roseville border there is retail commercial land use, then transitioning into medium density housing. In additio n to medium density housing there is high density housing nearest to the Roseville border and at the intersection of Sunset and Blue Oaks Boulevard. The abutting speed limit in the city of Roseville is 45 MPH.
There is no recovery area on Blue Oaks B oulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were fourteen collisions on Blue Oaks Blvd. from 2015 to 2017. There were six accidents in 2015, six in 2016, and two in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Blue Oaks Blvd. between Sunset Blvd. and the Rose ville City Limit is 48 MPH. It is recommended that the speed limit remains 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
22 445445
ADAMS DR
REDWOOD DR
W OAKS BL
LONETREE BL
BRANTWY
ASTER
CT
GOLD
FINCH
CT
SANDHILLDR
TURNSTONE
WY
Road Name:
Blue Oaks Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sunset Blvd. to Roseville Border
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
72'
4 Raised Landscaped
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
35,981
X
48 Class II bikeway on both sides of road.
39 - 48
45 2015 2016 2017
6 2 2
COM
Sonora Pass WyRES
COM
!"$123;
123;
123;
123;
Blue Oaks Blvd
RES
Lonetree Blvd
Van Buren W
y
Taft Dr
Tanager Wy
Cassia W
y Beth St
Hannah W
y
Arnold Dr
Sunset Blvd
COM
OPEN
SPACE
OPEN
SPACE
RES
RES
RES
RES
RES
RES
RES
RES
COM
23 446446
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 1 1 2
60 0
59 0
58 0
57 0
56 1 1
55 1 1
54 0
53 1 1
52 0
51 1 1 2
50 1 1 1 1 1 5
49 1 1
48 1 1 1 1 1 1 1 1 1 1 10
47 1 1 1 1 1 1 6
46 1 1 1 1 1 1 1 1 1 9
45 1 1 1 1 1 1 1 1 1 1 1 1 1 13
44 1 1 1 1 1 1 1 1 1 9
43 1 1 1 1 1 5
42 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
41 1 1 1 1 1 1 1 1 8
40 1 1 1 1 1 1 1 1 8
39 1 1 1 1 1 5
38 1 1 1 1 4
37 1 1 1 3
36 1 1 1 3
35 1 1 2
34 1 1
33 0
32 0
31 0
30 0
29 1 1
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
114
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, landscape
median, bike lane on both side,
no recover area.
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 6 2 2
PDO 9 12 9
INJURY 1 1 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 44 MPH
Pace: 39 - 48 MPH
85th %: 48 MPH
Posted: 45 MPH
Wed Time:
1:50 P.M. - 2:20 P.M.
Long Nguyen
SPEED DATA
Westmeath
Segment: Sunset - City Limit
Weather: Cloudy Observer:
Street: Blue Oaks Location:
Length: 1.35 mi Direction: Both
Date:
04/18/2018
Day:
9/26/18
1106 11/23/18
45 24
447447
B
RIDLEWOOD DRIVE
Wildcat Boulevard to Whitney Ranch Parkway
D
ESCRIPTION/LOCATION
B
ridlewood Drive is a two-lane residential major collector street with class II bike lanes.
It is curvilinear and connects Wildcat B oulevard and Whitney Ranch P arkway.
Bridlewood Drive provides residential access to low and medium density housing , and access to an elementary school. Bridlewood also provide s access to Fire Station 3 and Margaret Azevedo Community Park , which are located on Wildcat B oulevard near the West Stanford Ranch Road intersection.
T
here is no recovery area on Bridlewood Drive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
C
OLLISIONS
A
ccident records show that there w ere eight collisions on Bridlewood Dr. from 2015 to 2017. There were two accidents in 2015, four in 2016, and two in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85 th percentile speed on Bridlewood Dr. is 39 MPH. It is recommended that the speed limit remains 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
25 448448
Road Name:
Bridlewood Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Wildcat Blvd. to Whitney Ranch Pkwy.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
2347
39 Class II bikeway on both sides of road.
29 - 38
35 2015 2016 2017
2 4 2
Wildcat Blvd
Station House
Rd
Flatiron Ln
Anvil Cir Cornflower
Ln
Anvil Cir
Black HorseLn
Flintlock Ln
Whitney Ranch Pkwy
1239
!"$
!"$
!"$
Bridlewood Dr
PARK
RES
RES
RES
1239
1239
ËÌ
1237
1239
ËÌ
1239
1239
1239
SCHOOL
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
X
26 449449
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 1 1 2
46 0
45 1 1 2
44 1 1 2
43 1 1 1 1 4
42 1 1
41 1 1 2
40 1 1 2
39 1 1 2
38 1 1 1 1 1 1 1 7
37 1 1 1 1 4
36 1 1 1 1 1 1 6
35 1 1 2
34 1 1 1 1 1 1 1 1 1 1 1 1 12
33 1 1 1 1 1 1 1 1 1 9
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
31 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
30 1 1 1 1 1 1 1 1 8
29 1 1 1 1 1 1 1 1 8
28 1 1 2
27 1 1 1 3
26 1 1 1 3
25 0
24 0
23 1 1
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
111
DATE
City Engineer
Flatiron Ln
Segment: Wildcat - Whitney Ranch
Weather: Sunny Observer:
Street: Bridlewood Location:
Length: .74 Miles Direction: Both
Date:
04/26/2018
Day: Thursday Time:
2:18pm - 3:01pm
Long
SPEED DATA
85th %: 39 MPH
Posted: 35 MPH
Average: 34 MPH
Pace: 29 - 38 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 1 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 2 4 2
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, painted median,
bike lanes on both sides, no
recovery area, 40 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 27
450450
CASA GRANDE AVENUE
Fairway Drive to Lincoln Avenue
DESCRIPTION/LOCATION
Casa Grande Avenue is a local residential road that is curvilinear and runs from Fairway Drive to Lincoln Ave nue. This street provides access to medium density housing, and a small park. The street is lined with residential homes and there is parking on both side s of the street.
There are no bike lanes on either side of the street with no recovery area. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were two collisions on Casa Grande Ave. from 2015 to 2017. There was one accident in 2015, zero in 2016, and one in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Casa Grande Ave . is 31 MPH. It is recommended that the speed limit remains 25 MPH in accordance with section 21400(b) of the California Vehicle Code.
28 451451
Casa Grande Ave
Fairway Dr.
Lincoln Ave
Mesa Verde Cir
Palomar Cir
Park
Road Name:
Casa Grande Ave
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Fairway Dr. to Lincoln Ave
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
40'
2 Painted
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
5450
31 Class II bikeway on both sides of road.
22 - 31
25 2015 2016 2017
1 0 1
!"$
1237
1237
!"$
!"$
1237
!"$
Amethyst Dr
Coronado Way
RES
RES
RES
RES
RES
RES
29 452452
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 1 1
36 0
35 1 1 1 3
34 1 1
33 1 1 2
32 1 1 1 1 4
31 1 1 1 1 1 1 1 7
30 1 1 1 1 4
29 1 1 1 1 1 1 1 1 1 1 1 11
28 1 1 1 1 1 1 1 1 1 1 10
27 1 1 1 1 1 1 1 7
26 1 1 1 1 1 1 1 1 1 1 1 1 12
25 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
24 1 1 1 1 1 5
23 1 1 1 3
22 1 1 1 1 1 1 6
21 1 1 2
20 1 1 2
19 1 1
18 1 1 2
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 1 1
100
DATE
City Engineer
5725 Casa Grande
Segment: Fairway Dr - Lincoln Ave
Weather: Sunny Observer:
Street: Casa Grande Location:
Length: 0.72 Miles Direction: both
Date:
6/27/2018 &
6/28/2018 Day:
Wednesday
& Thursday Time:
8:42am - 9:42am & 12:34pm -
3:10pm & 9:34am - 9:51am
Ali/Nick/Long
SPEED DATA
85th %: 31 MPH
Posted: 25 MPH
Average: 27 MPH
Pace: 22 - 31 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 1
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 0 1
Resolution # Adopted:
ROADWAY CONDITIONS
One travel lane is on each
side; each travel lane is 20.2'
wide. No bike lane no
recovery area, parking on both
sides of street
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
25 30
453453
CHINA GARDEN ROAD
Aguilar Road to End
DESCRIPTION/LOCATION
China Garden R oad is a two -lane major collector that runs north- south beginning at Aguilar Road and ending approximately 400 feet south of the Rustic Hills subdivision.
China Garden R oad runs parallel with Interstate 80 . This roadway serves a combination of low and medium density housing with one commercial retailer.
China Garden R oad has very little recovery area on the west . The eastbound lane may accommodate errant vehicles without being f orced into the existing fences. The eastbound lane is bound by curb, gutter and sidewalk while the westbound is not bound by curb, gutter and sidewalk.
COLLISIONS
Accident records show that there were zero (0) collisions on China Garden Rd. from 2015 to 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on China Garden Rd. is 49 MPH. It is recommended that the speed limit remains 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
31 454454
Road Name:
China Garden Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Aguilar Rd. to End
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
1170
49 38 - 47
45 2015 2016 2017
0 0 0
RES
Rustic Hills
Dr RES
RES
COM
VACANT
RES
RES
COM
Monument
Springs Dr
Hidden
Glen Dr
Aguilar RdRustic Hills
Dr
Rocklin Rd
sound wall sound wall
sound wall
chain link fence
chain link fence
chain link fence
chain link fence
§¨¦
80 §¨¦
80 §¨¦
80 123;
RES
China Garden Rd
123;
32 455455
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 1 1
56 1 1
55 1 1
54 1 1
53 0
52 0
51 1 1 2
50 1 1 1 1 4
49 1 1 1 1 1 5
48 1 1 2
47 1 1 1 1 1 5
46 1 1 1 3
45 1 1 1 1 1 1 1 1 1 9
44 1 1 1 1 1 1 1 7
43 1 1 1 1 1 1 1 1 8
42 1 1 1 1 1 5
41 1 1 1 1 1 5
40 1 1 1 1 1 1 1 7
39 1 1 1 1 1 1 6
38 1 1 1 1 4
37 1 1
36 1 1 1 1 1 1 6
35 1 1 1 1 4
34 1 1 2
33 1 1
32 1 1 1 1 4
31 1 1 2
30 0
29 1 1
28 1 1 1 3
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 lane road with painted center
median, no bike lane, recovery
area on one side, 54 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 0
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 42 MPH
Pace: 38 - 47 MPH
85th %: 49 MPH
Posted: 45 MPH
Wednesday Time:
12 pm - 2:25 pm
Nick
SPEED DATA
STREETLIGHT #C3538
Segment: AGUILAR RD TO END
Weather: Sunny Observer:
Street: CHINA GARDEN RD. Location:
Length: 1.10 miles Direction: both
Date:
05/30/2018
Day:
9/26/18
1106 11/23/18
45 33
456456
CLOVER VALLEY ROAD
Midas Avenue to Rawhide Road
DESCRIPTION/LOCATION
Clover Valley R oad. is a two -lane residential collector street that runs north- south starting at Midas Avenue and ending at Rawhide R oad. It pr ovides residential access and serves both low and medium density housing , as well as access to a neighborhood park.
There is no recovery area on Clover Valley R oad. It is bound by curb, gutter and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there was one collision on Clover Valley Rd. from 20 15 to 2017. That collision occurred in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Clover Valley Rd. is 37 MPH. It is recommended that the speed limit remains 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
34 457457
1238
123812381238
Road Name:
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
1257
37 27 - 36
30 2015 2016 2017
0 0 1
Midas Ave
Cobalt Ct
Quartz Ct
Copper Ct
Silver St
Creekwood Dr
Oakdale Ln
Rawhide Rd
Clover Valley Rd
PARK
RES
RES
RES
RES
RES
RES
!"$!"$
1238
1238 1238
RES
RES
RES
RES
RES
RESRES
RES
RESRES
Midas Ave. to Rawhide Rd.
Clover Valley Rd.
35 458458
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 1 1 2
46 0
45 0
44 0
43 1 1 2
42 0
41 1 1 1 3
40 1 1 2
39 1 1
38 1 1 1 3
37 1 1 1 1 4
36 1 1 1 1 1 5
35 1 1 1 1 1 1 1 1 1 1 1 11
34 1 1 1 1 1 1 1 1 1 1 1 1 12
33 1 1 1 1 4
32 1 1 1 1 1 5
31 1 1 1 1 1 1 1 7
30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
29 1 1 1 1 1 1 6
28 1 1 1 1 1 1 6
27 1 1 1 1 1 1 1 7
26 1 1
25 1 1 1 3
24 1 1
23 1 1
22 0
21 0
20 1 1
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, painted median,
no bike lanes, recovery area,
37 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 1
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 33 MPH
Pace: 27 - 36 MPH
85th %: 37 MPH
Posted: 30 MPH
Tuesday Time:
2:35pm - 3:58pm
Long
SPEED DATA
Silver St. N-S
Segment: Midas - End
Weather: Sunny Observer:
Street: Clover Valley Location:
Length: 1.29 Miles Direction: Both
Date:
04/24/2018
Day:
9/26/18
1106 11/23/18
30 36
459459
CREST DRIVE
Stanford Ranch Road to Park Drive
DESCRIPTION/LOCATION
Crest Dr ive is a curvilinear, major co llector connecting Stanford Ranch Road and Park Drive. Crest Drive provides access to a fire station, medium density housing, a park and an elementary school. Crest Dr ive could also be used to bypass traffic between two minor arterials; Stanford Ranch R oad and Park Drive between Stanford Ranch Road and Park Drive there is an elementary school and high school within 0.4 sq uare miles of each other. Therefore Crest will experience more traffic during school start and end times, and possibly be a route to avoid traffic. This area also has pedestrian and bicycle activity due to surrounding land use and destinations.
Crest Drive is bounded by curb, gutter and sidewalks on both sides. This street has no recovery area for errant vehicles.
COLLISIONS
Accident records show that there were twenty collisions on Crest Dr. from 2015 to 2017.
There were eight accidents in 2015, five in 2016 and seven in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Crest Dr. is 41 MPH. It is recommended that the speed limit remains 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
37 460460
1238
12381238
1238
Stanford Ranch Rd
Majestic Dr
Fox Hill Dr
Park Dr
Crest Dr
Humboldt Dr
Thunder Ridge
Dr
Hawkhaven Dr
SilverPeakLn
Wedgewood Wy
Hillcrest Rd
Tahoe Vista Dr
Newland Heights Dr
& &
&
&
&
&
&
&
&
&
&
&
&&&&&
&
&
&
&&
&&
&
&
&
&
&
& &
&
&
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&
&
&&
&
&&
&
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&
&
&
&
&&&&
&&&
&
&
&&
&
&
&
& &
&
Road Name:
Crest Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Stanford Ranch Rd. to Park Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
11,790
41 Class II bikeway on both sides of road.
32 - 41
35 2015 2016 2017
8 5 7
!"$
!"$
!"$
!"$
!"$
!"$
!"$
1239
FIRE
STATION
OPEN
SPACE
RES
RES
RES
PARK
SCHOOL
RES
X
X
Whitney Blvd
1239
1239
ËÌ
1239
1239
ËÌ
1239
1239
RES
RES
RES
RES
RES
RESRES
RES
X
38 461461
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 1 1 2
48 0
47 1 1
46 1 1
45 1 1
44 1 1
43 1 1 2
42 1 1 1 1 4
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 6
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 1 1 8
37 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
36 1 1 1 1 1 1 1 1 1 1 10
35 1 1 1 1 1 1 1 1 1 1 1 1 1 13
34 1 1 1 3
33 1 1 1 3
32 1 1 1 1 1 1 1 1 1 1 1 11
31 1 1 2
30 1 1
29 1 1 2
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 8 5 7
PDO 7 0 2
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 37 MPH
Pace: 32-41 MPH
85th %: 41 MPH
Posted: 35 MPH
Tuesday Time:
3:45 -4:05 PM
Nick/Ali
SPEED DATA
Segment: Stanford Ranch- park
Weather: Sunny Observer:
Street: Crest Location:
Length: 1.54 mi Direction: both
Date:
06/05/2018
Day:
6 travel alnes, with a
landscaped median. Bike lanes
on both sides with no recovery
area.
9/26/18
1106 11/23/18
35 39
462462
D
ELMAR AVENUE
Pacific Street to Town of Loomis Border
D
ESCRIPTION/LOCATION
D
elmar Avenue is a two -lane minor collector that runs north-south beginning at Pacific Street and ending at the Town of Loomis Border . This roadway serves a commercial/industrial area and has a quiet-zone-modified railroad crossing. It is signalized at the Pacific Avenue intersection.
T
here is no recovery area on Delmar A venue It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on the east side of the street.
C
OLLISIONS
A
ccident records show that there was one collision on Del Mar Ave. from 2015 to 2017.
That collision occurred in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85th percentile speed on Delmar Ave. is 41 MPH. It is recommended that the speed limit remains 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
40 463463
Road Name:
Delmar Ave.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Pacific St. to Loomis Borderq
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
3953
41 No parking on both sides of road
32 - 41
35 2015 2016 2017
0 0 1
COM
Delmar Ave.
Pacific St.
Monopoly Ct.
Citrus Ave.
Alvis Ct.
Loomis Border
Rocklin Border
Loomis Border
Rocklin Border
Union Pacific Railroad
Union Pacific Railroad
COM COM COM
COM RESOPENOPEN
1239
1239
Del Rio Ct.
Dominguez Rd.
41 464464
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 1 1
53 0
52 1 1
51 0
50 0
49 0
48 1 1
47 1 1
46 1 1
45 1 1
44 1 1 2
43 0
42 1 1 2
41 1 1 1 1 1 1 1 7
40 1 1 1 1 1 1 1 7
39 1 1 1 1 4
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
36 1 1 1 1 1 1 1 1 1 9
35 1 1 1 1 1 1 1 1 1 1 10
34 1 1 1 1 1 1 6
33 1 1 1 1 1 1 6
32 1 1 1 1 1 1 1 7
31 1 1 1 1 1 5
30 1 1
29 1 1 2
28 1 1 1 3
27 1 1
26 1 1
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
105
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, 34' wide,
painted divider, no recover
area.
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 1
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 37 MPH
Pace: 32 - 41 MPH
85th %: 41 MPH
Posted: 35 MPH
Mon Time:
2:44 P.M. - 3:15 P.M.
Long Nguyen
SPEED DATA
Monopoly - Citrus
Segment: Pacific - City Limit
Weather: Sunny Observer:
Street: Del Mar Location:
Length: 0.42 Direction: both
Date:
04/30/2018
Day:
9/26/18
1106 11/23/18
35 42
465465
D
OMINGUEZ ROAD
Pacific Street to Granite Drive
D
ESCRIPTION/LOCATION
Do
minguez R oad is a two -lane commercial/industrial major collector that runs north- south beginning at Pacific Street, a signalized intersection, and terminating at Granite Drive with a one -way stop control. This roadway has a railroad crossing , used by Union Pacific Railroad to access commercial areas, and several commercial driveways along the roadway.
Do
minguez Road is generally a straight ro ad, but has a large sweeping horizontal curve approximately half way down the road that decreases sight distance.
C
OLLISIONS
A
ccident records show that there were three collisions on Dominguez Rd. from 20 15 to 2017. There were zero accidents in 2015, two accidents in 2016, and one accident in 2017.
SURV
EY RESULTS/RECOMMENDATION
The 85 th percentile speed on Dominguez Rd. is 40 MPH. It is recommended that the speed limit remains 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
43 466466
Road Name:
Dominguez Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Pacific St. to Granite Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
42'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239 X
X
X
3252
40 32 - 41
35 2015 2016 2017
0 2 1
Pacific St
Dominguez Rd
Granite Dr
Union Pacific Railroad
Union Pacific Railroad
UPRR Spur
!"$
COMIND IND
IND
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
OPEN
SPACEIND
44 467467
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 1 1
47 1 1
46 1 1
45 1 1 1 3
44 0
43 1 1
42 1 1 1 1 4
41 1 1 1 1 1 1 6
40 1 1 1 1 1 1 1 1 8
39 1 1 1 1 1 1 1 7
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 1 9
36 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
35 1 1 1 1 1 1 1 1 8
34 1 1 1 1 1 1 1 1 1 9
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 6
31 1 1 1 1 4
30 1 1 1 1 4
29 1 1 1 3
28 1 1 2
27 1 1
26 1 1
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
117
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, 42' wide,
painted divider, no recover
area
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 2 1
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 36 MPH
Pace: 32 - 41 MPH
85th %: 40 MPH
Posted: 35 MPH
Mon Time:
3:50 P.M. - 4:35 P.M.
Long Nguyen
SPEED DATA
4315 Dominguez Rd.
Segment: Pacific - Granite
Weather: Sunny Observer:
Street: Dominguez Location:
Length: 0.45 mi Direction: both
Date:
04/23/2018
Day:
9/26/18
1106 11/23/18
35 45
468468
EAST MIDAS AVENUE
Pacific Street to Grove Street
DESCRIPTION/LOCATION
East Midas Avenue is a minor collector that runs East-West from Pacific Street to Grove Street.
This road provides access to retail commercial and medium density housing.
There is no recovery area on East Midas Avenue. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
East Midas Avenue is part of the California Road System approved by FHWA and must be surveyed in order to be compliant with that program.
COLLISIONS
Accident records show that there were four collisions on East Midas Avenue from 2020 to 2022.
One collision occurred in 2020 and three occurred 2022.
SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on East Midas Avenue is 28 MPH. It is recommended that the speed limit remain at 25 MPH in accordance with section 21400(b) of the California Vehicle Code.
46 469469
Road Name:
East Midas Ave.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Pacific St. to Grove St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 None
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
2109
X
28 20-29
25 2020 2021 2022
1 0 3
Pacific St
East Midas Ave
High St
Grove StRESRES
RES
RES
RES
COM
RES
School bus route.
!"$
RES
RES
RES
San Francisco St
COM
X
47 470470
VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 1 1
36 0
35 0
34 1 1 2
33 0
32 1 1 1 3
31 1 1 2
30 1 1 1 3
29 1 1 2
28 1 1 1 1 1 5
27 1 1 1 1 1 1 1 1 1 1 10
26 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
25 1 1 1 1 1 1 1 1 8
24 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21
23 1 1 1 1 1 1 1 7
22 1 1 1 1 1 1 1 1 8
21 1 1 1 1 1 1 1 1 8
20 1 1 1 1 1 5
19 0
18 1 1 2
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Pacific Street - Grove Street
Length: 0.19 Miles Direction: Both
Time:10/27/2022 Day: Thursday 12:00pm - 12:45pm
Street: East Midas Avenue Location: High Street
Segment:
Weather: Sunny Observer: Jose
Date:
SPEED DATA
Posted: 25 MPH
85th %: 28 MPH
Average: 25 MPH
Pace: 20-29 MPH
ACCIDENT HISTORY
YEAR 2020 2021 2022
PDO 1 0 3
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 0 3
ROADWAY CONDITIONS
2 lane road, parking on both
sides, no bike lane, no recovery
area, no center median, 36 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
Resolution # Adopted:
8/30/23
48 471471
EL DON DRIVE
Rocklin Road to Sierra College Boulevard
DESCRIPTION/LOCATION
El Don Drive is a curvilinear two-lane residential major collector that runs between Rocklin Road and Sierra College Boulevard. It is signalized at these two intersections. El Don Drive serves the surrounding residential properties south of Rocklin Road. Monte Verde Park is located on El Don Drive just south of Rocklin Road. Residents cross El Don Drive at Wildflower Lane to access this park. There are two areas on El Don Drive that are densely populated: the apartm ent complex at Sierra College Boulevard and the condominiums south of Monte Vista Park. El Don Dr ive south of Rocklin R oad, in the area of Monte Vista Park, serves as on -street overflow parking for Sierra College, and contributes to large pedestrian volumes during school hours.
There is no recovery area on El Don Drive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were fourteen collisions on El Don Dr. from 2015 to 2017. There were 5 accidents in 2015, two accidents in 2016, and seven accidents in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on El Don Dr. is 32 MPH. It is recommended that the speed limit remains 25 MPH in accordance with section 21400(b) of the California Vehicle Code.
49 472472
Road Name:
El Don Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Rocklin Rd. to Sierra College Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
1220
32 Parking on both sides of road.
24 - 33
25 2015 2016 2017
5 2 7
El Don Dr
Rocklin Rd
Sierra College
Blvd
Wildflower Ln
Corona Cir
Foothill Rd
Freeman Cir Freeman Cir
Montclair Dr
Ambassador Dr
Montclair Cir
Andrea Ct
!"$
!"$
!"$
!"$
SIERRA COLLEGE
PARKING
SIERRA
COLLEGE
COM
RES
RES
RES RES RES
RES
RES
RES
RES
RESRES
OPEN
SPACE
1237
1237
1237
1237
12371237
50 473473
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 1 1
42 0
41 0
40 0
39 1 1
38 0
37 0
36 1 1
35 1 1 1 1 4
34 1 1 2
33 1 1 1 1 1 5
32 1 1 2
31 1 1 1 1 1 1 1 1 1 1 10
30 1 1 1 1 1 1 1 1 1 1 1 11
29 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
28 1 1 1 1 1 1 1 7
27 1 1 1 1 1 1 1 1 1 9
26 1 1 1 1 4
25 1 1 1 1 1 1 1 1 8
24 1 1 1 1 1 1 1 7
23 1 1 1 1 1 5
22 1 1 1 1 4
21 1 1 1 3
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
4916 El Don Dr
Segment: Rocklin Rd - Sierra College Blvd
Weather: Sunny Observer:
Street: El Don Location:
Length: 0.84 Miles Direction: both
Date:
05/22/2018
Day: Tuesday Time:
1:10PM - 2:50PM
Nick
SPEED DATA
85th %: 32 MPH
Posted: 25 MPH
Average: 28 MPH
Pace: 24 - 33 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 1 2
INJURY 0 0 1
FATAL 0 0 0
TOTAL 5 2 7
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, painted center
median, no bike lanes, no
recovery area, 37 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
25 51
474474
FAIRWAY DRIVE
Sunset Boulevard to Stanford Ranch Road
DESCRIPTION/LOCATION
Fairway Drive is a major collector that varies between two and four lanes and has a raised cen ter divider near its intersections with Stanford Ranch R oad and Sunset Boulevard. It varies in width between 45 feet and 70 feet. There is a daycare center located near the intersection of Sunset Boulevard and Fairway Drive . This center is relatively busy with a number students being dropped off or picked up by their parents at different hours of the day. A retail/commercial center is located at ends of Fairway Drive: one at Sunset Boulevard and one at Stanford Ranch Road. The abutting speed limit in the City of Roseville is 40 MPH.
The roadway is bound by curb, gutter, sidewalk and landscaping with a fence located five feet behind the sidewalk on each side of the road. Other fixed objects include street lights and traffi c control signs located within the five f oot landscaped area.
Parking is not permitted d ue to the high traffic volume. The striping configuration and number of intersections prevent passing opportunities.
COLLISIONS
Accident records show that there were twenty -one collisions on Fairway Dr. from 2015 to 2017. There were four accidents in 2015, seven in 2016, and ten in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Fairway Dr. is 40 MPH. It is recommended that the spe ed limit remain at 35 MP H in accordance with section 21400(b) of the California Vehicle Code.
52 475475
Road Name:
Fairway Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sunset Blvd. to Stanford Ranch Rd.q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
9298
X
40 Class II bikeway on both sides of road.
33 - 42
35 2015 2016 2017
4 7 10
Sunset Blvd
Stanford Ranch Rd
Fairway Dr
M
arlee W
y
Summerfield DrAurora Loop
Casa Grande Ave
Cameo Dr
Peridot Dr
Lincoln Ave
Zircon Dr
!"$
!"$
!"$
COM
COM
COM
CHURCH
RES
RES
RES
RES
1239
1239
1239
1239
COM
RES
RESRES
RES
Roseville Border
Rocklin Border
53 476476
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 1 1
47 1 1
46 1 1 2
45 1 1 1 1 4
44 1 1
43 1 1 2
42 1 1 1 3
41 1 1 1 1 4
40 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
39 1 1 1 1 1 1 1 1 1 1 1 1 12
38 1 1 1 1 1 1 1 1 8
37 1 1 1 1 1 1 1 1 1 1 1 11
36 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19
35 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
34 1 1 1 1 1 1 1 1 1 9
33 1 1 1 1 4
32 1 1
31 1 1 1 1 4
30 0
29 1 1 1 3
28 0
27 1 1 2
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
123
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, 47' wide, bike
lane on both side,
retroreflector and non-
retroreflector divider.
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 3 6 7
TOTAL 4 7 10
PDO 1 0 3
INJURY 0 1 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 37 MPH
Pace: 33 - 42 MPH
85th %: 40 MPH
Posted: 35 MPH
Mon Time:
3:10 P.M. - 3:40 P.M.
Long Nguyen
SPEED DATA
Summerfield / Casa Grande
Segment: Sunset - Stanford Ranch
Weather: Sunny Observer:
Street: Fairway Location:
Length: 0.73 mi Direction: both
Date:
04/23/2018
Day:
9/26/18
1106 11/23/18
35 54
477477
F
ARRIER ROAD
Park Drive to Darby Road
D
ESCRIPTION/LOCATION
Farrie
r Road is a two lane residential collector with no raised center divider. This road begins at Park Drive, a 3-way signalized intersection, and reconfigures to a local two lane residential road at Darby Road with a 4 way stop control.
Farrie
r Road is generally a straight road with clear visibility, with the exception of a large horizontal curve near the Pleasant Grove Creek culvert.
Farrie
r R oad also provides access to Twin Oaks E lementary school, contributing moderate pedestrian volumes.
T
here is no recovery area on Farrier Road. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
C
OLLISIONS
A
ccident records show that there were three collisions on Farrier Rd. from 20 15 to 2017. There were two accidents in 2015, zero in 2016, and one in 2017.
SURV
EY RESULTS/RECOMMENDATION
The 85th percentile speed on Farrier Rd . is 40 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
55 478478
Road Name:
Farrier Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Park Dr. to Darby Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
3639
40 Class II bikeway on both sides of road.
32 - 41
35 2015 2016 2017
2 0 1
Park Dr
Balfor Rd
Blackstone Dr
Devon Dr
Club Dr
W
indsong
Ct
Fleet Ct Sandpiper Ct
Darby Rd
!"$
!"$
!"$
!"$
1239
Farrier Rd
OPEN
SPACE
RES
OPEN
SPACE
OPEN
SPACE
1239 1239
1239
1239
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
56 479479
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 1 1
46 0
45 1 1 2
44 1 1 2
43 1 1
42 1 1 1 1 4
41 1 1 1 1 1 1 1 7
40 1 1 1 3
39 1 1 1 1 1 5
38 1 1 1 1 1 1 1 1 1 1 1 1 12
37 1 1 1 1 1 1 1 1 1 1 10
36 1 1 1 1 1 1 1 1 1 1 10
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
32 1 1 1 1 1 1 1 1 1 9
31 1 1 1 1 1 5
30 1 1 1 1 1 5
29 0
28 0
27 1 1 1 3
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
114
DATE
City Engineer
Fleet cir - sandpiper ct (light pole 1755)
Segment: Park - Darby
Weather: Sunny Observer:
Street: Farrier Location:
Length: .55 Miles Direction: Both
Date:
04/25/2018
Day: Wednesday Time:
2:22pm - 3:12pm
Long
SPEED DATA
85th %: 40 MPH
Posted: 35 MPH
Average: 36 MPH
Pace: 32 - 41 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 2 0 1
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, painted median,
bike lanes on both sides,
recovery area, 46 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 57
480480
FARRON STREET
Pacific Street to Third Street
DESCRIPTION/LOCATION
Farron Street is a two -lane major residential collector that runs east -west beginning at Pacific Avenue, a signalized intersection, and terminating at 3 rd Street with a 4-way stop control. This roadway has a railroad crossing and has several intersecting streets controlled by stop signs along the roadway. It pr ovides residential access, as well as access to a community park and junior high school located on 5th Street
COLLISIONS
Accident records show that there were three collisions on Farron St. from 2015 to 2017.
There was one accident in 2015, two in 2016, and zero in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Farron St. is 35 MPH. It is recommended that the speed limit remains 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
58 481481
Road Name:
Farron St.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Pacific St. to Third St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
38'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
1793
35 26 - 35
30 2015 2016 2017
1 2 0
Farron St.
Union Pacific RailroadUnion Pacific Railroad
1st St.
2nd St.
3rd St.
Pacific St.
4th St.
3rd St.
5th St.
!"$
1238
COM
COMRES
RESRES
RESRES
PARK
X
59 482482
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 1 1 2
41 1 1
40 1 1 1 3
39 1 1 2
38 1 1 2
37 1 1 2
36 1 1 1 3
35 1 1 1 1 4
34 1 1 1 1 1 1 1 7
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 1 1 9
31 1 1 1 1 1 1 1 7
30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
29 1 1 1 1 1 1 6
28 1 1 1 1 1 1 1 1 1 1 10
27 1 1 1 1 4
26 1 1 1 1 1 5
25 1 1 2
24 1 1
23 0
22 1 1
21 1 1 1 3
20 0
19 0
18 1 1
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
38 feet wide, 2 travel lanes,
parking on one side, no
recovery area, no bike lane
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 1 2 0
PDO 1 2 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 31 MPH
Pace: 26 -35 MPH
85th %: 35 MPH
Posted: 30 MPH
Tuesday Time:
2:32 pm - 3:40pm
Ali/Nick
SPEED DATA
3605 Farron St
Segment: 3rd - Pacific St
Weather: Sunny Observer:
Street: Farron Street Location:
Length: .26 Mile Direction: both
Date:
06/05/2018
Day:
9/26/18
1106 11/23/18
30 60
483483
FIVE STAR BOULEVARD
Stanford Ranch Road to End
DESCRIPTION/LOCATION
Five Star Boulevard is a major collector that connects southwest Rocklin to a large commercial area and highway 65 on the Rocklin/Roseville border. The roadway itself serves a variety of commercial and business parcels. Five Star Boulevard has four lanes and a raised median with turn pockets. South of its intersection with Destiny Drive, the roadway reduces to two lanes with a center left turn lane. It also has a Class II Bikeway for its entire length.
There is no recovery area on Five Star Boulevard. It is bound by curb, gutter, sidewalk, landscaping and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were eight collisions on Five Star Blvd. from 2015 to 2017. There four accidents in 2015, three in 2016, and one in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Five Star Blvd. is 37 MPH. It is recommended that the speed limit remain at 30 MPH i n accordance with section 21400(b) of the California Vehicle Code.
61 484484
Road Name:
Five Star Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Stanford Ranch Rd. to End
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
70'
4 Raised Landscape
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238 X
X
X
11,637
X
37 Class II bikeway on both sides of road.
29 - 38
30 2015 2016 2017
4 3 1
S Whitney Blvd
Destiny Dr
Five Star Blvd
COM
COM
COM
COM
1238
Stanford Ranch Rd
End
COM
COM
COM COM
COM
COM
COM
Roseville Border
Rocklin Border
·|}þ 65
·|}þ 65
62 485485
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 0
49 0
48 0
47 0
46 0
45 1 1 2
44 1 1 1 3
43 0
42 1 1 2
41 1 1
40 1 1 2
39 1 1 1 3
38 1 1 1 3
37 1 1 1 1 1 1 1 7
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 1 1 1 11
34 1 1 1 1 1 1 6
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 1 1 9
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 20
29 1 1 1 1 1 1 1 7
28 1 1 1 3
27 1 1 1 1 1 1 6
26 1 1 2
25 1 1 1 1 1 1 6
24 1 1 1 3
23 0
22 0
21 0
20 0
19 0
18 1 1
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
123
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, 47' wide, bike
lane on both side, painted
divider.
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 4 3 1
PDO 1 0 0
INJURY 1 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 33 MPH
Pace: 29 - 38 MPH
85th %: 37 MPH
Posted: 30 MPH
Mon Time:
2:08 P.M. - 3:04 P.M.
Long Nguyen
SPEED DATA
Five Star Center Sign
Segment: Stanford Ranch - End
Weather: Sunny Observer:
Street: Five Star Location:
Length: 0.38 mi Direction: both
Date:
04/23/2018
Day:
9/26/18
1106 11/23/18
30 63
486486
GRANITE DRIVE
Rocklin Road to Sierra Meadows Drive
DESCRIPTION/LOCATION
Granite D rive from Rocklin Road to Sierra Meadows Drive is a 4 lane curvilinear road that runs north- south. Granite Drive is a minor collector that provides access to businesses. It contains a raised landscape median. There is no parking on either side of the street. There are class II bike lanes on both sides of the street.
There is no recovery area on Granite Drive. It is bound by curb, gutter, sidewalk, landscaping and fixed objects, such a s traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were seventeen collisions on Granite Dr. from 2015 to 2017. There four accidents in 2015, nine in 2016, and four in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Granite Dr. is 36 MPH. It is recommended that the speed limit remain at 3 0 MPH in accordance with section 21400(b) of the California Vehicle Code.
64 487487
Road Name:
Granite Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sierra Meadows Dr. to Rocklin Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
80'
4 Raised Landscape
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
X
X
10,717
X
36 Class II bikeway on both sides of road.
27 - 36
30 2015 2016 2017
4 9 4
65 488488
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 1 1
44 0
43 1 1
42 0
41 0
40 0
39 1 1 1 3
38 1 1 1 3
37 1 1 1 1 4
36 1 1 1 1 4
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 8
33 1 1 1 1 1 1 1 1 1 1 1 1 12
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
31 1 1 1 1 1 1 6
30 1 1 1 1 1 1 1 1 1 9
29 1 1 1 1 4
28 1 1 1 1 1 1 1 1 1 1 1 1 1 13
27 1 1 1 1 4
26 1 1 1 3
25 1 1 2
24 1 1
23 0
22 1 1 2
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
106
DATE
City Engineer
Rocklin Square
Segment: Rocklin Rd - Sierra Meadows
Weather: Sunny Observer:
Street: Granite Location:
Length: 0.4 Miles Direction: both
Date:
06/19/2018
Day: Tuesday Time:
2:55pm - 3:08pm
Nick
SPEED DATA
85th %: 36 MPH
Posted: 30 MPH
Average: 32 MPH
Pace: 27 - 36 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 1 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 4 9 4
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides, no recovery area,
landscape center median, 80
feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 66
489489
GR
ANITE DRIVE
Sierra Meadows Drive to Dominguez Road
D
ESCRIPTION/LOCATION
G
ranite Drive from Sierra Meadows to Dominguez Drive is a 4 lane minor collector that runs nor th-south. Granite Dr ive provides access to businesses and contains a raised landscape median. There is no parking on either side of the street. There are class II bike lanes on both sides of the street.
T
here is no recovery area on Granite Dr ive. It is b ound by curb, gutter, sidewalk, landscaping and fixed objects, such as traffic control signs and street lights, on both sides.
C
OLLISIONS
Accident records show that there were thirteen collisions on Granite Dr. from 2015 to 2017. There two accidents in 2015, seven in 2016, and four in 2017.
SURV
EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Granite Dr. is 45 MPH. It is recommended that the speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
67 490490
Road Name:
Granite Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sierra Meadows Dr. to Dominguez Rd.
q
School
Residence
Business
Park
Open Space
Bikeway7
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
78'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:
X
X
X
X
X
X
17,553
X
45 Class II bikeway on both sides of road.
34 - 43
40 2015 2016 2017
2 4
68 491491
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 1 1
59 0
58 0
57 0
56 0
55 0
54 0
53 1 1
52 1 1
51 0
50 1 1
49 0
48 1 1 1 3
47 1 1 1 1 4
46 1 1 2
45 1 1 1 1 4
44 1 1 2
43 1 1 1 1 1 1 1 1 1 1 1 11
42 1 1 1 1 1 1 1 1 1 9
41 1 1 1 1 1 5
40 1 1 1 1 1 1 1 1 1 1 1 1 12
39 1 1 1 1 1 1 1 1 1 1 1 1 12
38 1 1 1 1 1 1 1 1 1 9
37 1 1 1 1 1 1 6
36 1 1 1 1 1 1 1 1 1 9
35 1 1 1 1 1 1 6
34 1 1 1 1 1 5
33 1 1 2
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
105
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes. Bike lanes on
both sides, no recovery area,
landscape center median, 80
feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 7 4
PDO 2 2 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 40 MPH
Pace: 34 - 43 MPH
85th %: 45 MPH
Posted: 40 MPH
Wednesday Time:
12:58pm - 1:30pm
Nick
SPEED DATA
Warren
Segment: Sierra Meadows - Dominguez
Weather: Sunny Observer:
Street: Granite Location:
Length: 0.75 Miles Direction: both
Date:
06/20/2018
Day:
9/26/18
1106 11/23/18
40 69
492492
GR
ANITE DRIVE
Dominguez Road to Sierra College Boulevard
D
ESCRIPTION/LOCATION
G
ranite Drive from Sierra Meadows to Dominguez Drive is a 4 lane road that runs no rth south. Granite Dr ive is a mino r collector that provides access to businesses. There is a center left turn lane dividing traffic. There is no parking on either side of the street.
There are class II bike lanes on both sides of the street.
T
here is no recovery area on Granite Dr ive. It is bound by curb, gutter, sidewalk, landscaping and fixed objects, such as traffic control signs and street lights, on both sides.
C
OLLISIONS
Accident records show that there were 18 collisions on Granite Dr. from 2015 to 2017.
There seven accidents in 2015, eight in 2016, and three in 2017.
SURV
EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Granite Dr. is 45 MP H. It is recommended that the speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
70 493493
Road Name:
Granite Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Dominguez Rd. to Sierra College Blvd
q
School
Residence
Business
Park
Open Space
Bikeway8
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
80'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:
X
X
X
X
X
9112
X
45 Class II bikeway on both sides of road.
36 - 45
40 2015 2016 2017
7 3
Granite DrDominguez Rd
Sierra College Blvd
RES
COM
COM
COM
COM
123:
123:
!"#$80
71 494494
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 1 1 2
54 0
53 0
52 1 1
51 1 1
50 1 1 1 3
49 1 1 2
48 1 1 1 1 1 1 6
47 1 1 1 1 4
46 1 1 1 1 1 1 1 7
45 1 1 1 1 1 1 1 1 1 1 10
44 1 1 1 1 1 1 1 1 1 1 1 1 12
43 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
42 1 1 1 1 1 1 1 1 1 1 1 1 12
41 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
40 1 1 1 1 1 1 1 1 1 9
39 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
38 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
37 1 1 1 1 1 1 1 1 1 1 1 1 1 13
36 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19
35 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
34 1 1 1 1 1 1 1 1 1 1 1 1 12
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 1 8
31 1 1 1 1 4
30 1 1 1 1 1 1 6
29 1 1 1 3
28 1 1
27 1 1 2
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
225
DATE
City Engineer
Target Driveway
Segment: Dominguez - Sierra College
Weather: Cloudy/Sunny Observer:
Street: Granite Location:
Length: 0.76 mi Direction: Both
Date:
01/16-17/2018
Day: Tue-Wed Time:
2:35 P.M. - 3:00 P.M. 1:15
P.M. - 2:00 P.M.
JP/LN
SPEED DATA
85th %: 45 MPH
Posted: 40 MPH
Average: 39 MPH
Pace: 36 - 45 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 2 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 7 8 3
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides, no recovery area,
painted center median with
retroreflective yellow markers,
78 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 72
495495
GROVE STREET
Pacific Street to Rocklin Road
DESCRIPTION/LOCATION
Grove Street is a minor collector that runs North-South from Pacific Street to Rocklin Road.
There are class 2 bike lanes on both sides of the street and the roadway is divided by a painted double yellow roadway stripe. This road provides access to medium density housing.
There is no recovery area on Grove Street. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
Grove Street is part of the California Road System approved by FHWA and must be surveyed in order to be compliant with that program.
COLLISIONS
Accident records show that there were no collisions on Grove Street from 2020 to 2022.
SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on Grove Street is 30 MPH. It is recommended that the speed limit remain at 25 MPH in accordance with section 21400(b) of the California Vehicle Code.
73 496496
Road Name:
Grove St.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Pacific St. to Rocklin Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 None
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
1951
X
30 22-31
25 2020 2021 2022
0 0 0
!"$Grove St
Pacific St
East Midas Ave
Pine St
Rocklin RdRES
RES
RES
RES RES
COM
RES
Class 2 bikeway on both sides of the road.
!"$ !"$
!"$
RES
RES
RES
Cedar St
Oak St
X
X
74 497497
VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 1 1
41 0
40 1 1 2
39 1 1
38 1 1
37 0
36 0
35 1 1
34 0
33 1 1
32 1 1 2
31 1 1 1 1 4
30 1 1 1 1 1 1 1 1 8
29 1 1 1 1 1 1 1 1 1 1 1 11
28 1 1 1 1 1 1 1 1 1 9
27 1 1 1 1 1 1 1 1 1 1 1 11
26 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
25 1 1 1 1 1 1 1 1 1 9
24 1 1 1 1 1 1 1 1 8
23 1 1 1 1 1 1 1 1 1 9
22 1 1 1 1 4
21 1 1
20 1 1
19 1 1 1 3
18 0
17 0
16 1 1
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
Resolution # Adopted:
TOTAL 0 0 0
ROADWAY CONDITIONS
2 travel lanes, painted double
yellow centerline, bike lanes
on both sides, no recovery area,
36 feet wide
INJURY 0 0 0
FATAL 0 0 0
ACCIDENT HISTORY
YEAR 2020 2021 2022
PDO 0 0 0
Average: 27 MPH
Pace: 22-31 MPH
SPEED DATA
Posted: 25 MPH
85th %: 30 MPH
Weather: Sunny Observer: Jose
Date: 11/15/2022 Day: Tuesday
Length: 0.63 Miles Direction: Both
Time: 12:05pm - 1:30pm
Street: Grove Street Location: East Midas Avenue
Segment: Pacific Street - Rocklin Road
8/30/23
75 498498
LO
NETREE BOULEVARD
Blue Oaks Boulevard to West Oaks Boulevard
D
ESCRIPTION/LOCATION
Lo
netree Boulevard is a four lane minor arterial road that provides access to residential areas as well as to a major commercial zone, open space and Kathy Lund Community Park. The roadway is separated by a landscaped median with left turn pockets.
T
here are four intersections that provide access to residential developments off of Lonetree Boulevard, three of which are signalized and directly across from commercial access. The roadway as has a Class II Bikeway for its entire length and parking is prohibited on both sides.
T
here is no recovery area on Lonetree Boulevard. It is bound by curb, gutter, sidewalk, landscaping and fixed objects, such as traffic control signs and street lights, on both sides.
C
OLLISIONS
A
ccident records show that the re were twenty-eight collisions on Lonetree Blvd. from 2015 to 2017. There were twelve accidents in 2015, thirteen in 2016, and three in 2017.
SURV
EY RESULTS/RECOMMENDATION
Th
e 85 th percentile speed on Lonetree Blvd. is 43 MPH. It is recommended that th e speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
76 499499
ADAM
S DR
REDW
OOD DR
GRAND CANYON DR
W
OAKS BL
LONETREE BL
BLUE OAKS BL
SANDHILL
DR
Road Name:
Lonetree Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Blue Oaks Blvd. to West Oaks Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
72'
4 Raised Landscaped
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:
RES RES
RES
PARK
OPEN SPACE
OPEN SPACE COM
COM
COM
X
X
X
X
X
27,208
X
43 Class II bikeway on both sides of road.
33 - 42
40 123:
123:123:
123:
2015 2015 2015
12 13 3
77 500500
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 1 1
49 1 1
48 1 1
47 1 1 2
46 1 1
45 1 1 2
44 1 1 1 1 4
43 1 1 2
42 1 1 1 1 1 1 1 7
41 1 1 1 3
40 1 1 1 1 1 1 1 1 1 9
39 1 1 1 1 4
38 1 1 1 1 1 1 6
37 1 1 1 1 1 1 1 7
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 8
34 1 1 1 1 1 1 6
33 1 1 1 1 1 1 1 1 8
32 1 1 1 1 1 1 6
31 1 1 1 3
30 1 1 1 1 1 1 1 1 8
29 1 1 2
28 1 1
27 1 1
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Chevy's Fresh Mex
Segment: Blue Oaks - West Oaks
Weather: Sunny Observer:
Street: Lonetree Blvd Location:
Length: 1 miles Direction: both
Date:
06/06/2018
Day: Wednesday Time:
2:50pm - 3:40pm
Nick
SPEED DATA
85th %: 43 MPH
Posted: 40 MPH
Average: 37 MPH
Pace: 33 - 42 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 4 4 1
INJURY 1 1 0
FATAL 0 0 0
TOTAL 12 13 3
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, landscape
median, bike lane on both
sides, no recovery area, 72'
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 78
501501
LONETREE BOULEVARD
West Oaks Boulevard to Sunset Boulevard
DESCRIPTION/LOCATION
Lonetree Boulevard is a four lane minor arterial road that provides direct access to light industrial, major commercial and residential areas. This roadway provides access to Kathy Lund Community Park which is a community destination and contributes to pedestrian volumes. The roadway is separated by a landscaped median with left turn pockets. Each major intersection is signalized.
There is no recovery area on Lonetree Boulevard. It is bound by curb, gutter, sidewalk, landscaping and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were five collisions on Lonetree Blvd. from 20 15 to 2017. There were two accidents in 2015, one in 2016, and two in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Lonetree Blvd. is 47 MPH. It is recomme nded that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
79 502502
Road Name:
Lonetree Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
West Oaks Blvd. to Sunset Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
76'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123: X
X
X
X
11,542
X
47 Class II bikeway on both sides of road.
34 - 43
45 2015 2016 2017
2 1 2
Sunset Blvd
W Oaks Blvd
Atherton Blvd
COM
OPEN
SPACE
123;Lontree Blvd
123; OPEN
SPACE
COMCOM
COM
OPEN
SPACE
OPEN
SPACE
80 503503
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1 1 3
50 1 1 2
49 0
48 1 1 1 1 1 5
47 1 1 1 1 1 1 1 1 1 9
46 1 1 2
45 1 1 2
44 1 1 1 1 4
43 1 1 1 1 1 1 1 1 1 1 10
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 1 1 1 1 1 1 10
40 1 1 1 1 1 1 1 1 1 1 1 1 1 13
39 1 1 1 1 1 1 1 1 1 1 1 11
38 1 1 2
37 1 1 1 1 1 1 6
36 1 1 1 3
35 1 1 1 1 1 5
34 1 1 1 1 1 1 6
33 0
32 1 1
31 0
30 0
29 1 1
28 0
27 0
26 1 1
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 1 2
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 41 MPH
Pace: 34-43 MPH
85th %: 47 MPH
Posted: 40 MPH
Thursday Time:
9:45 - 10:01 AM
Nick
SPEED DATA
Strikes
Segment: West Oaks - Sunset
Weather: Sunny Observer:
Street: Lonetree Location:
Length: 0.48 mi Direction: both
Date:
06/07/2018
Day:
4 travel lanes, bike lanes on both
sides, with no recovery area.
Landscaped median 68 ft wide
9/26/18
1106 11/23/18
45 81
504504
MI
DAS AVENUE
Pacific Street to Argonaut Avenue
DE
SCRIPTION/LOCATION
Mid
as Avenue is a two lane major residential collector with many access streets and no raised center divider. The roadway is curvilinear and has several elevation changes that present sight distance hazards when combined with on-street parking.
Mid
as Avenue connects to Fifth St. , which is the major access to Springview Midd le School. This street is used by school children early and mid -afternoon either on foot or on bicycles. There are a number of pedestrians that use this street in their leisure time to access the park. Pedestrians frequently cross the roadway outside of crosswalks.
Th
ere is no recovery area on Midas Ave nue. It is bound by curb, gutter, sidewalk and fixed objects on both sides. It also has curb cuts in the sidewalk for most of its length that service residential driveways.
COLLISIONS
Accident records show tha t there were 22 collisions on Mida s Ave. from 2015 to 2017.
There were three accidents in 2015, twelve in 2016, and seven in 2017.
SURVE
Y RESULTS/RECOMMENDATION
The
85th percentile speed on Midas Ave. is 35 MPH. It is recommended that the speed limit remain at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
82 505505
Road Name:
Midas Ave.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Pacific St. to Argonaut Ave.
q
School
Residence
Business
Park
Open Space
Bikeway12
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
X
10,279
X
35 Class II bikeway on both sides of road.
27 - 36
30 2015 2016 2017
3 7
Argonaut Ave
Pacific St
2nd St
3rd StWhiteoak Ct
5th St
Oakcreek Dr
Nathan Ct
Meadow Wy
COM
RES
RES
RES
RES
OPEN
SPACE
OPEN
SPACE
RES
!"$
!"$ 1237
RES
Midas Ave
RES
RES
RES
RES
1238
Union Pacific Railroad
Union Pacific Railroad
COM
83 506506
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 1 1
42 0
41 0
40 1 1
39 1 1
38 1 1 2
37 1 1 1 1 4
36 1 1
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 4
33 1 1 1 1 1 1 1 1 1 1 1 1 12
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
31 1 1 1 1 1 1 1 1 1 1 10
30 1 1 1 1 1 1 1 1 1 1 1 1 12
29 1 1 1 1 1 1 1 1 1 1 10
28 1 1 1 1 1 5
27 1 1 1 1 1 5
26 0
25 1 1 1 1 1 5
24 1 1
23 1 1 1 1 4
22 0
21 1 1 2
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
3rd - White Oak
Segment: Pacific - Argonaut
Weather: Sunny Observer:
Street: Midas Location:
Length: 0.78 Miles Direction: both
Date:
05/03/2018
Day: Thursday Time:
10am - 11am
Ali
SPEED DATA
85th %: 35 MPH
Posted: 30 MPH
Average: 31 MPH
Pace: 27 - 36 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 1 2
INJURY 1 0 1
FATAL 0 0 0
TOTAL 3 12 7
Resolution # Adopted:
ROADWAY CONDITIONS
This segment crosses two train
tracks after 2nd street ther is
street parking and no recovery
area. No bike lanes and
sidewalks on both sides. One
lane in each direction with no
center divider.
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 84
507507
MIDAS AVENUE
Argonaut Avenue to Whitney Boulevard
DESCRIPTION/LOCATION
Midas Avenue is a two lane major residential collector with many access streets and no raised center divider. It connects many areas of medium density housing. The roadway is curvilinear and has several elevation changes that present sight distance hazards when combined with on-street parking.
There is no recovery area on Midas Ave nue. It is bound by curb, gutter, sidewalk and fixed objects on both sides. It also has curb cuts in the sidewalk for most of its length that service residential driveways.
COLLISIONS
Accident records show that there were eleven collisions on Midas Ave. from 2015 to 2017. There were two accidents in 2015, six in 2016, and three in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Midas Ave. is 35 MPH. It is recommended that the speed limit remain at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
85 508508
Road Name:
Midas Ave.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Argonaut Ave. to Whitney Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
4143
X
35 Class II bikeway on both sides of road.
28 - 37
30 2015 2016 2017
2 6 3
Whitney Blvd
Argonaut Ave
GlenCt
Bonanza St
MidasCt
Rawhide Rd
Clover
Valley
Rd
Mountain View Dr
Midas Ave
GOLF
COURSE
PARK
RES
RES
RES
RES
!"$ !"$
1238
RES
RES
RES
RES
1238
1238
1238
1238
1238
86 509509
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 1 1
44 1 1
43 0
42 0
41 0
40 0
39 1 1 2
38 0
37 1 1 1 1 4
36 1 1 1 1 4
35 1 1 1 1 1 1 6
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 1 7
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 1 1 1 1 1 10
29 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
28 1 1 1 1 1 1 1 7
27 1 1 1 3
26 1 1
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, Painted median,
No bike lane, recovery area,
38 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 6 3
PDO 0 0 1
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 32 MPH
Pace: 28 - 37 MPH
85th %: 35 MPH
Posted: 30 MPH
Thursday Time:
1:08pm - 1:43pm
Nick/Long
SPEED DATA
Rawhide - Midas Ct
Segment: Argonaut - Whitney
Weather: Sunny Observer:
Street: Midas Location:
Length: 1.18 miles Direction: both
Date:
05/03/2018
Day:
9/26/18
1106 11/23/18
30 87
510510
MIDAS AVENUE
Whitney Boulevard to End
DESCRIPTION/LOCATION
Midas Avenue is a two lane major residential collector with many access streets and no raised center divider. The roadway is curvilinear and has several elevation changes that present sight distance hazards when combined with on-street parking.
This portion of the road serves medium density housing and ends in a cul-de-sac.
There is no recovery area on Midas Ave. It is bound by curb, gutter, sidewalk and fi xed objects on both sides. It also has curb cuts in the sidewalk for most of its length that service residential driveways.
COLLISIONS
Accident records show that there were two collisions on Midas Ave. from 2015 to 2017.
Those accidents were in 2016.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Midas Ave. is 37 MPH. It is recommended that the speed limit remain at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
88 511511
Road Name:
Midas Ave.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Whitney Blvd. to End
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
1440
X
37 Class II bikeway on both sides of road.
30 - 39
30 2015 2016 2017
0 2 0
Whitney Blvd
Odessa Ct
Ronnie Ct
Ryan Ct
Lava Ct
Slate Ct
Lapis Ct
Clay Ct
Agate Ct
Midas Ave
1238
1238
!"$
RES
RES
RES
RES
RES
RES
RES
RES
RESRES
Midas Ave
89 512512
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 1 1
45 0
44 0
43 0
42 1 1
41 1 1
40 1 1
39 1 1 1 1 1 5
38 1 1
37 1 1 1 1 1 5
36 1 1 1 3
35 1 1 1 1 1 1 6
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 6
32 1 1 1 1 1 1 1 1 1 1 1 1 12
31 1 1 1 1 1 1 1 7
30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
29 1 1 1 1 1 1 6
28 1 1 1 1 1 1 1 1 8
27 1 1 1 3
26 1 1 2
25 1 1 1 3
24 1 1 2
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 Travel lanes, Painted
median, Bike lane on both
sides, recovery area, 47 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 2 0
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 32 MPH
Pace: 30-39 MPH
85th %: 37 MPH
Posted: 30 MPH
Thursday Time:
1:45pm - 2:53pm
Nick/Long
SPEED DATA
Ronnie ct/ Ryan ct
Segment: Whitney - End
Weather: Sunny Observer:
Street: Midas Location:
Length: .64 miles Direction: Both
Date:
05/03/2018
Day:
9/26/18
1106 11/23/18
30 90
513513
N
IGHTWATCH DRIVE
Sierra College Boulevard to Echo Ridge Road
D
ESCRIPTION/LOCATION
N
ightwatch Drive from Sierra College Boulevard and Echo Ridge Road is a residential road that connects to Sierra College Boulevard. It is a 2 lane road with parking and no bike lanes on both sides. From Sierra College Boulevard to Orion Way there is a landscape center median and from Orion Way to Echo Ridge Road there is only a painted median.
T
here is no recovery area on Nightwatch Drive and the street is bound by curb and gutter on both sides.
COLLI
SIONS
A
ccident records show that there were six collisions on Meyers St from 2015 to 2017.
There was one accident in 2015, three accidents in 2016, and two accidents in 2017 SURV
EY RESULTS/RECOMMENDATION
Th
e 85 th percentile speed on Nightwatch Dr. is 30 MPH. It is recommended that the speed limit remain at 25 MPH. The 5 MPH reduction below the 85 th percentile is supported by this roadway’s residential density.
91 514514
Road Name:
Nightwatch Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sierra College Blvd to Echo Ridge Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
48'
2 Raised Landscape
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
2455
X
30 Class II bikeway on both sides of road.
21 - 30
25 2015 2016 2017
1 3 2
Nightwatch Dr
Orion Way
Echo Ridge Rd
Longview Dr
Swallowsview Ct
Sierra College Blvd
Rocklin Border
Roseville Border!"$
RES
RES
RES
COM COM
92 515515
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 0
36 0
35 0
34 0
33 1 1 1 1 4
32 1 1 2
31 1 1 1 1 1 5
30 1 1 1 1 1 1 1 1 8
29 1 1 1 1 1 5
28 1 1 1 3
27 1 1 1 1 1 1 1 1 1 1 1 11
26 1 1 1 1 1 1 1 1 1 1 1 1 1 13
25 1 1 1 1 1 1 1 1 1 1 1 1 1 13
24 1 1 1 1 1 5
23 1 1 1 1 1 1 1 1 1 1 1 1 12
22 1 1 1 1 1 5
21 1 1 1 1 1 5
20 1 1 1 3
19 1 1 1 1 1 5
18 1 1
17 1 1 2
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Orion Way
Segment: Sierra College Boulevard- Echo Ridge Rd.
Weather: Sunny Observer:
Street: Nightwatch Dr
Length: 0.17 mi Direction: both
Date:
07/12/2018
Day: Thursday Time:
10:30 -11:40 AM
Ali/Nick
SPEED DATA
85th %: 30 MPH
Posted: 25 MPH
Average: 25 MPH
Pace: 21-30 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 3 2
Resolution # Adopted:
ROADWAY CONDITIONS
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
One travel lane in each
direction with street parking.
There is a landscaped median
varying from 7' to 17' wide,
except for the last 375 ft, which
has no median or striping.
9/26/18
1106 11/23/18
25 93
516516
OLD RANCH HOUSE ROAD
Whitney Ranch Parkway to Creek Hollow Drive
DESCRIPTION/LOCATION
Old Ranch House Road is a residential collector that runs North-South from Whitney Ranch Parkway to low and medium density residential neighborhoods. It is curvilinear and is marked for class 2 bike lanes on both sides of the street. Parking is not restricted and vehicles are frequently parked near the park locations. The roadway is divided by a painted double yellow roadway stripe. This road provides access to the recreation center, Pernu Park, and intersects with a community class 1 bike trail. North of Creek Hollow Drive, Old Ranch House Road transitions into medium density housing which directly fronts the street.
There is no recovery area on Old Ranch House Road. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were no collisions on Old Ranch House Road from 2020 to 2022.
SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on Old Ranch House Road is 35 MPH. Per section 22358.6(b), a 5 MPH reduction is being recommended due to the adjacent park, residential development, class 1 bike trail connection, and the pedestrian access to the Whitney Ranch Clubhouse. The recommended speed limit for Old Ranch House Road is 30 MPH.
94 517517
Road Name:
Old Ranch House Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Whitney Ranch Pkwy. to Creek Hollow Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 No Center Median
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
1737
X
35 Class II bikeway on both sides of road.
27-36
30 2020 2021 2022
0 0 0
Old Ranch House Rd
W
hitney Ranch Pkwy
Painted Pony Ln
Creek Hollow Dr
!"$
RES
RES
RES
1239
1239
1237
X
!"$
RES
RES
OPEN
SPACE
95 518518
VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 1 1
39 1 1
38 1 1 2
37 1 1 1 3
36 1 1 1 1 1 5
35 1 1 1 1 1 1 1 7
34 1 1 1 1 1 1 1 1 1 1 10
33 1 1 1 1 1 1 1 1 1 1 10
32 1 1 1 1 1 1 1 1 1 1 1 1 12
31 1 1 1 1 1 1 1 1 1 1 10
30 1 1 1 1 1 1 1 1 1 1 1 11
29 1 1 1 1 1 1 1 1 1 9
28 1 1 1 1 1 5
27 1 1 1 1 1 1 6
26 1 1 1 1 1 5
25 1 1 2
24 1 1
23 1 1
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
Resolution # Adopted:
TOTAL 0 0 0
ROADWAY CONDITIONS
2 travel lanes, double yellow
centerline, bike lane on both
sides, no recovery area, 36 feet
wide
INJURY 0 0 0
FATAL 0 0 0
ACCIDENT HISTORY
YEAR 2020 2021 2022
PDO 0 0 0
Average: 31 MPH
Pace: 27-36 MPH
SPEED DATA
Posted: 35 MPH
85th %: 35 MPH
Weather: Sunny Observer: Jose
Date: 11/28/2022 Day: Monday
Length: 0.79 Miles Direction: Both
Time: 9:00am - 10:45am
Street: Old Ranch House Road Location: Street Light C11824 Segment: Whitney Ranch Parkway - Creek Hollow Drive
8/30/23
96 519519
P
ACIFIC STREET
City of Roseville Limit to Sunset Boulevard
D
ESCRIPTION/LOCATION
P
acific Street is a minor arterial roadway that parallels Interstate 80 and the Union Pacific R ailroad. This segment has adjacent land us e including professional offices, to commercial retail and to medium density housing. It has four lanes with a raised center median.
S
outhbound Pacific S treet close to the City of Roseville limit serves as an entry to westbound I -80. Just prior to I -80 the two southbound lanes merge into one , creating braking and following distance hazards. There is also a recycled auto parts store that has a high volume of commercial traffic which frequently blocks the roadway causing traffic to stop. Traffic from businesses in the area frequently cross lanes and enter designated turn lanes within raised center dividers. The abutting speed limit in the city of Roseville is 45 MPH.
P
acific Street is bound by curb, gutter and sidewalk with no recovery area.
C
OLLISIONS
Accident records show that there were 50 collisions on Pacific St. from 2015 to 2017.
There were fourteen accidents in 2015, twenty in 2016, and sixteen in 2017.
SURV
EY RESULTS/RECOMMENDATION CONTINUED ON NEXT PAGE.
T
he 85th percentile speed on Pacific St. is 52 MPH. It is recommended that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
97 520520
Road Name:
Pacific St.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Roseville Border to Sunset Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway20
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
68'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123; X
X
X
26,851
X
52 Class II bikeway on both sides of road.
43 - 52
45 2015 2016 2017
14 16
Pacific St
Sunset Blvd
Woodside Dr
Plumber Way
Roseville Border
Rocklin Border
COM
Union Pacific Railroad
Union Pacific Railroad
COM
COM
COM
COM RES RES
123;123;
123;
98 521521
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 1 1
56 0
55 0
54 1 1 1 1 4
53 1 1 1 1 4
52 1 1 1 1 1 1 1 1 1 1 1 11
51 1 1 2
50 1 1 1 1 1 1 1 7
49 1 1
48 1 1 1 1 1 1 1 1 1 1 1 11
47 1 1 1 1 1 1 1 1 1 9
46 1 1 1 1 1 1 6
45 1 1 1 1 1 1 1 1 1 1 1 11
44 1 1 1 1 1 5
43 1 1 1 1 1 1 1 1 1 1 1 11
42 1 1
41 1 1
40 1 1 1 1 1 1 6
39 1 1 1 3
38 1 1 1 1 4
37 1 1 2
36 1 1
35 0
34 0
33 1 1
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Plumber Wy
Segment: Roseville Border - Sunset
Weather: Sunny Observer:
Street: Pacific Location:
Length: 0.67 mi Direction: both
Date:
06/21/2018
Day: Thursday Time:
10:03 AM- 10:16 AM
Nick
SPEED DATA
85th %: 52 MPH
Posted: 45 MPH
Average: 46 MPH
Pace: 43-52 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 0
INJURY 0 1 1
FATAL 0 0 0
TOTAL 14 20 16
Resolution # Adopted:
ROADWAY CONDITIONS
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
2 travel lanes, bike lanes on both
sides, no recovery area, painted
center median with
retroreflective markers, 37' wide
9/26/18
1106 11/23/18
45 99
522522
P
ACIFIC STREET
Sunset Boulevard to Americana Way
D
ESCIRPTION/LOCATION
P
acific Street is a minor arterial roadway that parallels Interstate 80 and the Union Pacific R ailroad. This segment has adjacent land use of retail, commercial and mixed land use. It has four lanes with a raised center median.
T
hroughout this segment, numerous business entrances require slow turning movements. Cross traffic must clear two straight traffic lanes and a raised center divider to enter the desired direction.
P
acific Street is bound by curb, gutter and sidewalk with no recovery area.
C
OLLISIONS
Accident records show that there were 84 collisions on Pacific St. from 2015 to 2017.
There were twenty-five accidents in 2015, twenty-eight in 2016, and thirty-one in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85th percentile speed on Pacific St. is 44 MPH. It is recommended th at the speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
100
523523
1238
1238
1238 12381238
Road Name:
Pacific St.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sunset Blvd. to Americana Ave.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
78'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123: X
X
X
X
24,444
X
44 Class II bikeway on both sides of road.
36 - 45
40 2015 2016 2017
25 28 31
Sunset Blvd
Sierra Meadows Dr
Farron St
Grove St
COM
COM
Midas Ave
QUARRY
Americana Ave
COM
123:
123: 123:123:
Union Pacific Railroad
Union Pacific Railroad
Rocklin Rd
RES
123:
123: Pacific St
Pacific St
101
524524
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 1 1 2
48 1 1
47 1 1 2
46 1 1 2
45 1 1 2
44 1 1 1 1 1 1 6
43 1 1 1 1 1 5
42 1 1 1 1 4
41 1 1 1 1 1 1 1 1 1 1 1 11
40 1 1 1 1 4
39 1 1 1 1 1 1 1 1 1 1 1 1 1 13
38 1 1 1 1 1 1 1 1 1 1 1 11
37 1 1 1 1 1 1 1 7
36 1 1 1 1 1 1 1 7
35 1 1 1 1 1 1 1 1 1 1 1 1 12
34 1 1 2
33 1 1 1 3
32 1 1 1 1 4
31 0
30 1 1
29 0
28 0
27 0
26 0
25 1 1
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Across from 5600 Pacific
Segment: Sunset- Americana
Weather: Sunny Observer:
Street: Pacific Location:
Length: 1.67 Miles Direction: both
Date:
06/07/2018
Day: Thursday Time:
12:28 PM- 12:38 PM
Nick/ Long
SPEED DATA
85th %: 44 MPH
Posted: 40 MPH
Average: 39 MPH
Pace: 36-45 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 11 6 3
INJURY 2 0 3
FATAL 0 0 0
TOTAL 25 28 31
Resolution # Adopted:
ROADWAY CONDITIONS
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
4 travel lanes, landscaped divider,
bke lane on each side, 78' wide
9/26/18
1106 11/23/18
40 102
525525
P
ACIFIC STREET
Americana Way to Loomis Town Limit
D
ESCRIPTION/LOCATION
P
acific Street is a minor arterial roadway that parallels Interstat e 80 and the Union Pacific Railroad. This segment has adjacent land use including from professional offices, to commercial retail and to medium density housing.
P
acific Street north of Rocklin Road to Midas Avenue is densely populated with driveways to commercial businesses. Roadway geometry incorporates a curve, elevation changes, and has no shoulder. Cross traffic must clear two straight traffic lanes and a raised center divider to enter the desired direction. Pacific Street north of Midas Avenue is most ly commercial and incorporates one of two major commercial terminal access facilities for large trucks requiring specialized truck routes (STAA).
P
acific Street is bound by curb, gutter and sidewalk with no recovery area.
C
OLLISIONS
Accident records show that there were 31 collisions on Pacific St. from 2015 to 2017.
There were three accidents in 2015, nine in 2016, and nineteen in 2017.
SURV
EY RESULTS/RECOMMENDATION
The 85 th percentile speed on Pacific St. is 45 MPH. It is recommended that the speed limit remain a t 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
103
526526
Road Name:
Pacific St.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Americana Way to Loomis Border
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
42'
2 Painted
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123: X
X
12,506
X
45 37-46
40 2015 2016 2017
3 9 19
Sierra Meadows
Dr
Americana Way
Pacific StPacific St
Dominguez
Rd
Delmar Ave
Loomis Border
Rocklin Border
Anthony Ct
Union Pacific Railroad Union Pacific Railroad
Union Pacific Spur
123: 123:
123:123:
COM COM OPEN
SPACE COM
COM
IND IND
INDIND
104
527527
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 1 1 2
52 0
51 1 1
50 1 1 1 3
49 1 1 1 3
48 1 1
47 1 1 1 3
49 1 1
45 1 1 1 1 4
44 1 1 1 1 1 1 1 1 1 1 1 11
43 1 1 1 1 1 1 6
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 1 7
37 1 1 1 1 4
36 1 1 2
35 1 1 2
34 1 1 1 3
33 1 1 1 3
32 0
31 0
30 0
29 0
28 0
27 1 1
26 0
25 1 1
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
0 15 0
0 0
0 0
10 or lower 0
104
DATE
City Engineer
Across from Advantage
Segment: Americana - Loomis Border
Weather: Sunny Observer:
Street: Pacific Location:
Length: 0.97 mi Direction: Both
Date: 06/26/2018 Day: Tue Time: 12:18-12:30 PM
Nick / Ali
SPEED DATA
85th %: 45 MPH
Posted: 40 MPH
Average: 41 MPH
Pace: 37 - 46 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 1
INJURY 1 0 2
FATAL 0 0 0
TOTAL 3 9 19
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides no recovery area,
nonretroreflective yellow
markers with 2 way left turn
median, 67 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 105
528528
PAINTED PONY LANE
Whitney Ranch Parkway to West Oaks Boulevard
DESCRIPTION/LOCATION
Painted Pony is a two-lane residential collector which connects Whitney Ranch parkway to West Oaks Boulevard. It provides access to Quarry Trail Elementary School and medium density housing. There is no parking on either side of the street, there are Class II bike lanes on both sides, and the roadway is divided by a painted double yellow roadway stripe.
There is no recovery area on Painted Pony Lane. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there was one collision on Painted Pony Lane from 2020 to 2022.
This collision occurred in 2021.
SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on Painted Pony Ln. is 38 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
106
529529
Road Name:
Painted Pony Ln.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Whitney Ranch Pkwy to West Oaks Blvd
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
2601
X
38 Class II bikeway on both sides of road.
28-37
35 2020 2021 2022
0 1 0
Whitney Ranch Pkwy
Painted Pony Ln !"$
!"$
RES
RES
RES
West Oaks Blvd
!"$
1239
1239
!"$
OPEN
SPACE
107
530530
VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 1 1
45 0
44 0
43 0
42 1 1 2
41 1 1 2
40 1 1 1 1 1 5
39 1 1 1 3
38 1 1 1 1 1 5
37 1 1 1 3
36 1 1 1 1 1 5
35 1 1 1 1 1 5
34 1 1 1 1 1 1 1 1 1 9
33 1 1 1 1 4
32 1 1 1 1 1 1 1 1 1 1 1 1 1 13
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 1 1 1 1 1 1 1 1 13
29 1 1 2
28 1 1 1 1 1 1 1 1 1 9
27 1 1 1 3
26 1 1 1 1 1 5
25 1 1 2
24 1 1
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Street: Painted Pony Lane Location: Street Light C12150 Segment: Whitney Ranch Parkway - West Oaks
Length: 0.37 Miles Direction: Both
Weather: Sunny Observer: Jose
Date: 10/26/2022 Day: Wednesday
SPEED DATA
Posted: 35 MPH
Time: 1:15pm - 2:30pm
85th %: 38 MPH
Average: 33 MPH
YEAR 2020 2021 2022
Pace: 28-37 MPH
ACCIDENT HISTORY
INJURY 0 0 0
PDO 0 1 0
TOTAL 0 1 0
FATAL 0 0 0
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, double yellow
centerline, bike lane on both
sides, no recovery area, 36 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
8/30/23
108 531531
P
ARK DRIVE
City of Roseville Limit to Sunset Boulevard
D
ESCRIPTION/LOCATION
P
ark Drive is a four -lane minor arterial that ranges from 56 feet to 96 feet in width with a raised landscaped median . This segment serves a medium density housing area and connects a residential area in Rocklin to residential areas in Roseville.
T
his segment also provides access to an elementary school, contributing to pedestrian activity during school pick up and drop off times. At the intersection of Park and Sunset there are multiple commercial retailers . The abutting speed limit in the city of Roseville is 45 MPH.
T
here is no recovery area on Park Drive as it is bound by curb, gutter, sidewalk and fixed objects on both sides, leaving no recovery area for errant vehicles. There is a painted class II bike lane and parking is restricted on all of Park Drive.
C
OLLISIONS
Ac
cident records show that there were thirty collisions on Park Dr. from 201 5 to 2017.
There were twelve in 2015, twelve in 2016, and six in 2017.
SURV
EY RESULTS/RECOMMENDATION
Fo
r park D r. the 85 th percentile speed is 51 MPH. It is recommended that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
109
532532
Road Name:
Park Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Roseville Border to Sunset Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
96'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123; X
X
X
X
26,851
X
51 Class II bikeway on both sides of road.
41 - 50
45 2015 2016 2017
12 12 6
Badger Pass Dr
Collet Quary Dr
King Pine Dr
Big Sky
Dr Arnold Dr Canary Dr
Sunset Blvd
Solitude W
y
Sandy Trail W
y
Misty
HollowDr
Quarry W
y
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE OPEN
SPACE
RES
RES RES
RES
RES
RES
COM
COM
COMPark Dr
123;
123;123;
City of Roseville
City of Rocklin
COM
110
533533
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 1 1
59 0
58 0
57 1 1
56 1 1
55 1 1
54 1 1 1 3
53 1 1 2
52 1 1 1 1 1 5
51 1 1 1 1 4
50 1 1 1 1 1 1 1 1 1 9
49 1 1 1 1 1 5
48 1 1 1 1 1 5
47 1 1 1 1 1 1 1 1 1 1 1 1 12
46 1 1 1 1 1 1 1 7
45 1 1 1 1 1 1 1 1 1 1 1 1 12
44 1 1 1 1 1 1 1 1 1 9
43 1 1 1 1 1 1 1 1 1 1 10
42 1 1 1 1 1 5
41 1 1 1 1 1 5
40 1 1
39 1 1 1 1 4
38 1 1
37 1 1
36 0
35 0
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Solitude Way / Big SkyDr
Segment: City Limit - Sunset
Weather: Sunny Observer:
Street: Park Dr Location:
Length: 0.59 Miles Direction: both
Date:
04/24/2018
Day: Tuesday Time:
9:43am - 10:10am
Ali
SPEED DATA
85th %: 51 MPH
Posted: 45 MPH
Average: 46 MPH
Pace: 41 - 50 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 6 3 0
INJURY 1 1 0
FATAL 0 0 0
TOTAL 12 12 6
Resolution # Adopted:
ROADWAY CONDITIONS
two lanes in both directions,
bike lane on both sides, 37 feet
wide median, sidewalks on
both sides, no recovery area
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 111
534534
P
ARK DRIVE
Sunset Boulevard to Stanford Ranch Road
D
ESCRIPTION/LOCATION
Park
Drive from Sunset Boulevard to Stanford Ranch Road is a 4 lane minor arterial road.
There is no parking on either side of the street and bike lanes going in both directions.
Park Drive provides access to residential homes, Twin Oaks Elementary school, T win Oaks Park and senior living apartments . Near the medium-high density residences there is pedestrian activity crossing the street to access the parks, schools and churches.
There is a raised landscape median throughout the section of roadway.
T
here are no recovery areas on Park Drive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
C
OLLISIONS
A
ccident records show that there were forty -three collisions on Park Dr. from 2015 to 2017. There were fourteen in 2015, thirteen in 2016, and sixteen in 2017.
SURV
EY RESULTS/RECOMMENDATION
Fo
r Park Dr. the 85 th percentile speed is 50 MPH. It is recommended that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
112
535535
Road Name:
Park Dr
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sunset Blvd to Stanford Ranch Rd
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
82'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
X
15,814
X
50 Class II bikeway on both sides of road.
41 - 50
45 2015 2016 2017
14 13 16
Sunset Blvd
Farrier Rd
Villa Serena Wy
Theona Wy
Stanford Ranch Rd
RES
RES
RES
RES
COM
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE PARK
COM
COM
OPEN SPACE
123;
Park Dr
123;
123;
123;
123;
123;
113
536536
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 1 1
58 1 1
57 0
56 0
55 1 1 2
54 1 1 1 3
53 1 1 1 3
52 1 1 2
51 1 1
50 1 1 1 1 1 1 1 7
49 1 1 1 1 1 1 1 7
48 1 1 1 1 1 1 1 7
47 1 1 1 1 1 1 1 1 1 1 1 1 12
46 1 1 1 1 1 1 1 1 1 1 1 11
45 1 1 1 1 1 1 1 1 1 1 1 11
44 1 1 1 1 1 1 1 1 8
43 1 1 1 1 1 1 1 1 8
42 1 1 1 1 1 1 6
41 1 1 1 1 1 1 1 1 1 1 1 11
40 1 1 2
39 1 1
38 1 1
37 1 1 2
36 1 1
35 0
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
108
DATE
City Engineer
Twin Oaks Park
Segment: Sunset - Stanford Ranch
Weather: Sunny Observer:
Street: Park Dr Location:
Length: 1.25 Miles Direction: both
Date:
05/01/2018
Day: Tuesday Time:
12pm - 12:45pm
Ali
SPEED DATA
85th %: 50 MPH
Posted: 45 MPH
Average: 46 MPH
Pace: 41 - 50 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 8 2 5
INJURY 0 0 1
FATAL 0 0 0
TOTAL 14 13 16
Resolution # Adopted:
ROADWAY CONDITIONS
2 lanes in each direction
separated by a 15 ft landscape
median, sidewalks on both
sides and bike lanes in each
direction
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 114
537537
PARK DRIVE
Stanford Ranch Road to Crest Drive
DESCRIPTION/LOCATION
Park Drive from Stanford Ranch Road to Crest Drive is a 4 lane minor arterial road. There is no parking on either side of the street and there are bike lanes going in both directions. Park Drive provides access to residential homes and Granite Oaks Middle School. This segment may also contain traffic from Rocklin High students as well as traffic due to Breen elementary school. This road experiences increased traff ic volumes in the mornings and afternoons due to school schedules. Park Drive also provides access to many businesses. There is a raised landscape median throughout the section of roadway.
There are no recovery areas on Park Drive. It is bound by curb, g utter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were thirty -six collisions on Park Dr. from 2015 to 2017. There were nine in 2015, ten in 2016, and fifteen in 2017.
SURVEY RESULTS/RECOMMENDATION
For Park Dr. the 85
th percentile speed is 49 MPH. It is recommended that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
115
538538
Road Name:
Park Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Stanford Ranch Rd. to Crest Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
96'
6 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
X
4561
X
49 Class II bikeway on both sides of road.
40 - 49
45 2015 2016 2017
9 10 15
Stanford Ranch Rd
Bay St
Shelton St
Wyckford
Blvd
Cameron Dr
Blaydon Rd
Hillcrest Rd Live Oak Ln
W
hitney Oaks Dr
Springfield
Dr
Crest Dr!"$
Sceptre DrVictory DrCOM
COM
RES
RES
RES
RES
SCHOOL
OPEN
SPACE
RES
OPEN
SPACE
RES
OPEN
SPACE
RES
COM
RES
123;
Royal Rd
Park Dr
X
X
123;
ËÌ
123;
ËÌ
123;
123;
123;
123;
ËÌ
123;
ËÌ
116
539539
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 1 1 2
51 1 1 1 3
50 1 1 1 1 1 1 1 7
49 1 1 1 3
48 1 1 1 1 4
47 1 1 1 3
46 1 1 1 1 1 1 1 1 1 9
45 1 1 1 1 1 1 6
44 1 1 1 1 1 1 1 7
43 1 1 1 1 1 1 1 1 1 1 10
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 1 1 1 1 8
40 1 1 1 1 1 1 1 1 1 1 1 1 1 13
39 1 1
38 1 1 2
37 1 1 1 1 4
36 1 1 1 3
35 1 1 1 1 4
34 0
33 1 1 2
32 1 1
31 1 1
30 1 1 2
29 0
28 1 1
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Live Oak Ln
Segment: Stanford Ranch - Crest
Weather: Sunny Observer:
Street: Park Dr Location:
Length: 1.3 Miles Direction: both
Date:
05/01/2018
Day: Tuesday Time:
11am - 12pm
Ali
SPEED DATA
85th %: 49 MPH
Posted: 45 MPH
Average: 43 MPH
Pace: 40 - 49 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 6 0 6
INJURY 0 1 0
FATAL 0 0 0
TOTAL 9 10 15
Resolution # Adopted:
ROADWAY CONDITIONS
15 foot median with two lanes
in each direction bike lanes on
both sides and no recovery
area
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 117
540540
P
ARK DRIVE
Crest Drive to Whitney Ranch Parkway/Whitney Oaks Drive D
ESCRIPTION/LOCATION
P
ark Drive from Crest Drive to Whitney Ranch Parkway/Whitney Oaks Drive is a 4 lane minor arterial road. There is no parking on either side of the street and bike lanes going in both directions. Park Drive provides access to residential homes and Boulder Ridge Park. There is a painted center median throughout the section of roadway. Roadway geometry includes vertical and horizontal curves. At Pioneer Way, Park Drive turns into Whitney Ranch Parkway for 0.3 miles before becoming a left turn only onto Whitney Oak Drive.
T
here are no recovery areas on Park Drive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
C
OLLISIONS
Ac
cident records show that there were seven collisions on Park Dr. from 2015 to 2017.
There was one in 2015, two in 2016, and four in 2017.
SURV
EY RESULTS/RECOMMENDATION
Fo
r Park Dr. the 85 th percentile speed is 52 MPH. It is recommended that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
118
541541
Road Name:
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Park Dr.
Crest Dr. to Intersection of Whitney Ranch Parkway
and Whitney Oaks Drive
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
56'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
4561
52 Class II bikeway on both sides of road.
41 - 50
45 2015 2016 2017
1 2 4
Crest Dr
Coldwater Dr
Pioneer Wy
Park Dr Black Oak Dr
RES
OPEN
SPACE
INDOPEN
SPACE
RES
RES
RES
RES
RES
!"$
!"$
!"$
Tahoe Vista
Dr
123;
123;
123;
123;
123;
123;
123;
123;
Park Dr
Park Dr
X
119
542542
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 1 1
0 0
60 1 1 1 3
59 1 1
58 1 1 2
57 0
56 1 1 2
55 1 1
54 1 1 2
53 1 1 2
52 1 1 2
51 1 1 1 1 4
50 1 1 1 1 1 5
49 1 1 2
48 1 1 1 1 4
47 1 1 1 1 1 1 1 1 8
46 1 1 1 1 4
45 1 1 1 1 1 5
44 1 1 1 1 1 1 1 1 1 9
43 1 1 1 1 1 1 6
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 1 5
40 1 1 1 1 1 5
39 1 1 2
38 1 1 1 1 1 5
37 1 1
36 1 1 1 1 1 1 1 7
35 1 1 2
34 1 1 2
33 0
32 0
31 1 1
30 1 1
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Coldwater Pl
Segment: Crest - Pioneer
Weather: Sunny Observer:
Street: Park Dr Location:
Length: 1.92 Miles Direction: both
Date:
05/17/2018
Day: Thursday Time:
1:30pm - 2:45pm
Ali
SPEED DATA
85th %: 52 MPH
Posted: 45 MPH
Average: 45 MPH
Pace: 41 - 50 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 2 4
Resolution # Adopted:
ROADWAY CONDITIONS
2 lanes in each direction, no
center divider, sidewalk with a
lot of pedestrian activity. Bike
lanes in each direction with no
recovery area.
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 120
543543
R
ANCH VIEW DRIVE
Wildcat Boulevard to Spring Creek Drive
D
ESCRIPTION/LOCATION
R
anch View Drive is a two -lane collector that is 36 feet wide with a painted centerline .
The road runs east-west with a length of 0.6 miles. There are four (4) total intersections, one is stop controlled at Spring Creek Drive and one is signalized at Wildcat Boulevard.
Ranch View Drive is bordered by Whitney High School, medium and high density residential neighborhoods, and offices.
T
here is no recovery area on Ranch View Drive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
A c
lass II bike lane runs on both sides of the road and parking has been restricted on both sides of the road.
C
OLLISIONS
A
ccident records show that there were two collisions on Ranch View Dr . from 2015 to 2017. These accidents occurred in 2015.
SURV
EY RESULTS/RECOMMENDATION
The 85 th percentile speed on Ranch View Dr. is 40 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
121
544544
Road Name:
Ranch View Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Wildcat Blvd. to Spring Creek Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
9478
X
40 Class II bikeway on both sides of road.
High pedestrian volume due to high school.
31 - 40
35 2015 2016 2017
2 0 0
East Joiner Pkwy
Abilene Cir Stageline Cir
Spring Creek Dr
!"$HIGH
SCHOOL OPEN SPACE
RES RES RES
RES
1239
Ranch View Dr
X
X
W
ildcat Blvd
1239
ËÌ
HIGH
SCHOOL
122
545545
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 1 1
52 0
51 0
50 0
49 1 1 2
48 0
47 1 1
46 0
45 0
44 1 1
43 1 1
42 1 1
41 1 1 1 3
40 1 1 1 1 1 1 6
39 1 1 1 1 1 5
38 1 1 1 1 1 1 1 1 8
37 1 1 1 1 1 1 1 7
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 8
34 1 1 1 1 1 1 1 1 1 1 10
33 1 1 1 1 1 1 1 7
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
31 1 1 1 1 1 1 6
30 1 1 1 3
29 1 1 1 1 4
28 1 1 2
27 1 1
26 0
25 1 1 1 3
24 0
23 0
22 1 1
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Faculty Parking lot
Segment: Wildcat - Spring Creek
Weather: Sunny Observer:
Street: Ranch View Dr Location:
Length: 0.56 Miles Direction: both
Date:
07/03/2018
Day: Tuesday Time:
9:08am - 10:38am
Ali
SPEED DATA
85th %: 40 MPH
Posted: 35 MPH
Average: 35 MPH
Pace: 31 - 40 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 2 0 0
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, bike lanes on
both sides, no recovery area,
painted center median, 35 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 123
546546
RAWHIDE ROAD
Midas Avenue to End
DESCRIPTION/LOCATION
Rawhide Road is a two lane residential collector road that is 48 feet wide with a painted centerline. The street begins at Midas Avenue and terminates 1.45 miles to the north east. Rawhide serves low density residen ces along its length and also serves several adjoining residential st reets. Designated parking and bike lanes run the full length of the roadway on both sides.
There is no recovery area on Rawhide R oad. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
COLLISIONS
Accident records show that there were zero collisions on Rawhide Rd . from 20 15 to 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Rawhide Rd. is 37 MPH. It is recommended that the speed limit remain at 30 MPH in accordan ce with section 21400(b) of the California Vehicle Code.
124
547547
1238
12381238
Road Name:
Rawhide Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Midas Ave. to End
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
48'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
1234
37 Class II bikeway on both sides of road.
28 - 37
30 2015 2016 2017
0 0 0
Midas Ave
Spring
Valley Rd
Buckskin
Ct
Cim
maron
Ct
Tubleweed
Ct
Dry Gulch Ct
Creekwood Dr
Nissan
Dr
Rawhide
Ct
Wood Glen Ct
Clover Valley Rd
!"$ 1238
End
Rawhide Rd
PARK
RES
RES
RES
RES
RES
RES
RES
RES
RES
X
1238 12381238
RES
125
548548
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 1 1
41 1 1 2
40 1 1 1 3
39 1 1 2
38 1 1 1 3
37 1 1 1 1 1 1 1 1 8
36 1 1 1 1 1 1 1 1 1 1 1 11
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 6
32 1 1 1 1 1 1 6
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 1 1 7
29 1 1 1 1 1 1 1 1 8
28 1 1 1 1 1 1 1 7
27 1 1 2
26 0
25 1 1 1 3
24 0
23 1 1 2
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, painted median,
bike lanes on both sides,
recovery area, 50 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 0
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 33 MPH
Pace: 28 - 37 MPH
85th %: 37 MPH
Posted: 30 MPH
Thursday
and Friday Time:
10:47am - 11:45am/12:46pm -
2:02pm/10:18am - 10:54am
Long/Ali
SPEED DATA
Creekwood Dr
Segment: Midas - End
Weather: Sunny Observer:
Street: Rawhide Location:
Length: 1.45 Miles Direction: both
Date:
06/28/2018
6/27/2018 Day:
9/26/18
1106 11/23/18
30 126
549549
RO
CKLIN ROAD
5th Street to Pacific Street
D
ESCRIPTION/LOCATION
T
his section of Rocklin Road is a two lane arterial roadway with portions of raised, landscaped median with turn pockets. It connects community park and school areas to atrial roadway networks. On the westerly end, the road narrows down to one tra vel lane in each direction with a painted center divider. This segment of Rocklin R oad also contains a railroad crossing between Front Street and after Pacific Street.
T
here is no recovery area on Rocklin R oad. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
C
OLLISIONS
Accident records show that there were two collisions on Rocklin Rd. from 2015 to 2017.
There were 0 accidents in 2015, 1 in 2016, and 1 in 2017.
SURV
EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Rocklin Rd. is 35 MPH. It is recommended that the speed limit be increased to 30 MPH from 25 MPH in accordance with section 21400(b) of the California Vehicle Code.
127
550550
Road Name:
Rocklin Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Pacific St. to Fifth St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
40'
2 Painted
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
X
3435
X
35 Class II bikeway on both sides of road.
24 - 33
30 2015 2016 2017
0 1 1
5th St
4th St
3rd St
2nd St
1st St
Railroad Ave
Alley
Alley
Bush St
Alley
Pacific St
!"$ Rocklin RdRES
RES RES
RES RES
RES
RES RES
CHURCH
OPEN
SPACE
OPEN
SPACE
COMCOM
OPEN
SPACE
COM
12381238
1238
128
551551
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 1 1 2
39 0
38 0
37 1 1 1 3
36 1 1 1 3
35 1 1 1 1 4
34 1 1 1 3
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 7
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 1 1 1 1 1 1 1 1 13
29 1 1 1 1 1 1 1 1 1 9
28 1 1 1 1 1 1 1 7
27 1 1 1 1 1 1 1 1 1 1 1 11
26 1 1 1 1 1 1 1 7
25 1 1 1 1 4
24 1 1 1 1 1 1 1 1 1 1 1 11
23 1 1
22 1 1 1 1 1 1 6
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
111
DATE
City Engineer
3460 Rocklin Rd
Segment: 5th - Pacific
Weather: Sunny Observer:
Street: Rocklin Rd. Location:
Length: 0.33 mi Direction: Both
Date:
06/21/2018
Day: Thurs Time:
10:24 AM - 11:45 AM
Nick
SPEED DATA
85th %: 35 MPH
Posted: 25 MPH
Average: 29 MPH
Pace: 24 - 33 MPH
ACCIDENT HISTORY
YEAR 2013 2014 2015
PDO 0 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 0 1 1
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, bike lanes on
both sides, recovery area,
nonretroreflective yellow
marker center median, 42 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 129
552552
RO
CKLIN ROAD
Pacific Street to Granite Drive
D
ESCRIPTION/LOCATION
This section of Rocklin Road is a four lane arterial roadway with portions of raised, landscaped median s with turn pockets along with a two-way left turn lane. It serves mixed use land with businesses.
T
his segment contains two roun dabouts, located at Meyers Street and South Grove Street helping serve multiple access points to Rocklin Rd. from medium density residential areas.
T
here is no recovery area on Rocklin R oad. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
C
OLLISIONS
A
ccident records show that there were thirty -one collisions on Rocklin Rd. from 2015 to 2017. There were twelve accidents in 2015, ten in 2016, and nine in 2017.
SURV
EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Rocklin Rd. is 40 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
130
553553
Road Name:
Rocklin Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Granite Dr. to Pacific St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
76'
4 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
X
16,886
X
39 Class II bikeway on both sides of road.
31 - 40
35 2015 2016 2017
12 10 9
Granite Dr
Pacific St
Rocklin Rd
Rocklin Rd
Meyers St
Grove St
High St
San Francisco St
12391239
1239
1239
131
554554
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 0
49 0
48 0
47 1 1
46 0
45 1 1
44 1 1 2
43 0
42 1 1 1 3
41 1 1 2
40 1 1 1 1 1 5
39 1 1 1 1 1 1 1 1 8
38 1 1 1 1 1 1 1 1 1 9
37 1 1 1 1 4
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 1 1 10
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 1 8
31 1 1 1 1 1 1 1 1 1 9
30 1 1 1 3
29 1 1 1 3
28 1 1 2
27 1 1 2
26 1 1
25 0
24 1 1
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
City Hall
Segment: Granite - Pacific
Weather: Clear Observer:
Street: Rocklin Rd. Location:
Length: 0.54mi Direction: Both
Date:
08/20/2015
Day: Thurs Time:
8:45 P.M. - 11:41 P.M.
Long Nguyen
SPEED DATA
85th %: 39 MPH
Posted: 35 MPH
Average: 35 MPH
Pace: MPH
ACCIDENT HISTORY
YEAR 2013 2014 2015
PDO 5 3 1
INJURY 1 0 0
FATAL 0 0 0
TOTAL 12 10 9
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides, no recovery area,
painted center median with 2
way left turn, 73 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 132
555555
RO
CKLIN ROAD
Granite Drive to El Don Drive
DESCRIPTION/LOCATION
Th
is section of Rocklin Road is a four lane arterial roadway with portions of raised, landscaped median with turn pockets along with a two-way left turn lane. It serves Sierra College, many residential roads, many commercial driveways - resulting in high commercial vehicle volume - and is a major route through the city with access to Interstate 80.
T
his segment cont ains entrances to both on and off ramps of Interstate 80. One of Rocklin Road's major traffic generators is Sierra College, which borders a large portion of Rocklin Rd. between Sierra College Boulevard and El Don Dr ive. During peak hours the college great ly contributes to the congestion between Interstate 80 and El Don Dr ive and leads to some of the largest traffic volumes within the City Of Rocklin.
T
here is no recovery area on Rocklin R oad. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
C
OLLISIONS
A
ccident records show that there were a hundred and six collisions on Rocklin Rd. from 2015 to 2017. There were thirty -six accidents in 2 015, forty -one in 2016, and twenty - nine in 2017.
SURV
EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Rocklin Rd. is 46 MPH. It is recommended that the speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
133
556556
Road Name:
Rocklin Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
El Don Dr. to Granite Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
70'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:
X
X
X
X
X
28,532
X
46 Class II bikeway on both sides of road
Heavy pedestrian volume due to college
37 - 46
40 2015 2016 2017
36 41 29
Rocklin Rd.Rocklin Rd.
§¨¦80
§¨¦80
Granite Dr.
Aguilar Rd.China Garden Rd.
El Don Dr.
COM
COM
COM COMRES
RES
SIERRA COLLEGEOPEN
X
123:123:
123:
134
557557
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 1 1 2
51 1 1 2
50 1 1
49 1 1
48 1 1 1 1 4
47 1 1 2
46 1 1 1 1 1 1 1 7
45 1 1 1 1 1 1 1 1 1 9
44 1 1 1 1 1 1 6
43 1 1 1 1 1 1 1 1 1 1 1 1 12
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 4
39 1 1 1 1 1 1 6
38 1 1 1 1 1 5
37 1 1 1 1 1 5
36 1 1 1 1 1 1 6
35 1 1 1 1 1 5
34 1 1
33 1 1 2
32 0
31 1 1
30 0
29 0
28 0
27 0
26 1 1
25 0
24 0
23 0
22 0
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Light Pole #831
Segment: Granite - El Don
Weather: Sunny Observer:
Street: Rocklin Location:
Length: 0.61 mi Direction: both
Date:
06/21/2018
Day: Thursday Time:
1:05 PM- 1:23 PM
Nick/ Ali
SPEED DATA
85th %: 46 MPH
Posted: 40 MPH
Average: 41 MPH
Pace: 37-46 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 4 13 4
INJURY 3 1 3
FATAL 0 0 0
TOTAL 36 41 29
Resolution # Adopted:
ROADWAY CONDITIONS
Two lanes in both directions
with a bike lane. There is a 13
ft wide landscaped median,
with no recovery area.
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 135
558558
RO
CKLIN ROAD
El Don Drive to Town of Loomis Border
D
ESCRIPTION/LOCATION
This section of Rocklin R oad is a four lane arterial roadway with portions of raised, landscaped median with turn pockets along with a two-way left turn lane. It serves Sierra College, residential areas and it is part of the circulation element between Rocklin and Loomis.
O
ne of Rocklin Road's major traffic generators is Sierra College, which borders a large portion of Rocklin Road between Sierra College Boulevard and El Don Dr ive. During peak hours the college greatly contributes to congestion surrounding the area, and onto Sierra College Boulevard.
T
here is no recovery area on Rocklin R oad. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides e xcept for the north side of Rocklin Road nearest to the Loomis border.
C
OLLISIONS
A
ccident records show that there were seventy -three collisions on Rocklin Rd. from 2015 to 2017. There were twenty -eight accidents in 2015, twenty -one in 2016, and twenty-four in 2017.
SURV
EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Rocklin Rd. is 46 MPH. It is recommended that the speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
136
559559
Road Name:
Rocklin Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Loomis Border to El Don Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
72'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:
X
X
X
X
X
X
11,616
X
46 Class II bikeway on both sides of road
Heavy pedestrian volume due to college
36 - 45
40 2015 2016 2017
28 21 24
Rocklin Rd.
Sierra College Blvd.
Rocklin Rd.
El Don Dr.
Havenhurst Cir.
Sierra College Blvd. RES
OPEN
RES COM
SIERRA COLLEGESIERRA COLLEGE
SIERRA COLLEGE
PARKING
RESCOM
Loomis Border
Rocklin Border
Loomis Border
Rocklin Border
X
123:123:123:
123: 123:
137
560560
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 1 0 1 52 02 53 0
Total
Volume
65 or higher 0
0 0
0 0
60 1 1
59 0
58 0
57 1 1
56 1 1
55 0
54 111 3
53 0
52 1 1
51 0
50 1 1
49 11 2
48 1111 4
47 1 1
46 1111 4
45 111111 6
44 111 3
43 111111 6
42 111111111 9
41 111111111 9
40 111 3
39 11111111 8
38 111111111 1 1111 1 1 5
37 111111111 1 1 11
36 1111 4
35 11111111 8
34 1111 4
33 11 2
32 1 1
31 11 2
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
110
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides, no recovery area,
landscape center median,
nonretroreflective yellow
markers with 2 way left turn
lane median and 72 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 000
TOTAL 28 21 24
PDO 91 04
INJURY 204
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 41 MPH
Pace: 36 - 45 MPH
85th %: 46 MPH
Posted: 40 MPH
Tuesday Time: 12pm - 12:10pm
Long/Nick
SPEED DATA
Streetlight #Z1648
Segment: El Don Dr - Loomis Border
Weather: Sunny Observer:
Street: Rocklin Rd Location:
Length: 0.74 Miles Direction: both
Date:
06/21/2018
Day:
9/26/18
1106 11/23/18
40 138
561561
SC
ARBOROUGH DRIVE
Sierra College Boulevard to City of Roseville Border
D
ESCRIPTION/LOCATION
Sc
arborough Drive is a two lane collector that provides access to residential neighborhoods, one neighborhood park, and an elementary school. It runs between Sierra College Boulevard on the east and the Ci ty of Roseville on the west, and has numerous horizontal and vertical curves. Between Sierra College Boulevard and Helmsdale Way there is a landscaped center median. There is a class II bikeway on both sides of the roadway. Traffic and pedestrian volumes are high during the morning and afternoon peak hours due to the adjacent elementary school. The abutting speed limit in the city of Roseville is 40 MPH.
T
here is no recovery area on Scarborough Drive . It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
C
OLLISIONS
Ac
cident records indicate that there were two collisions on Scarborough Dr. from 2015 to 2017. There was one accident in 2015, zero in 2016, and one in 2017.
SURV
EY RESULTS/RECOMMENDATION
The 85 th percentile speed on Scarborough Dr. is 43 MPH. It is recommended tha t the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
139
562562
Road Name:
Scarborough Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sierra College Blvd. to Roseville Border
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
50'
2 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
1909
43 Class II bikeway on both sides of road.
35 - 44
35 2015 2016 2017
1 0 1
Sierra CollegeBlvd
Camborne Wy
Tadworth Wy
Helmsdale Wy
Yarrow Wy
Ballantrae Wy
!"$
!"$
!"$
SCHOOL
SCHOOL
RES
RES
OPEN
SPACE
RES
RES
OPEN
SPACE
RESRES
RES
RESRES
RES
RES
X
Scarborough Dr
1237
ËÌ
1237
ËÌ
1237
ËÌ
1239
Roseville Border
Rocklin Border
Roseville Border
Rocklin Border
140
563563
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 1 1
51 0
50 0
49 1 1
48 0
47 1 1 1 3
46 1 1
45 1 1 1 1 1 1 1 7
44 1 1 2
43 1 1 1 1 4
42 1 1 1 1 1 1 1 1 1 1 10
41 1 1 1 1 1 1 1 1 8
40 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 1 1 8
37 1 1 1 1 1 1 6
36 1 1 1 1 4
35 1 1 1 1 1 1 1 1 1 1 1 11
34 1 1 2
33 1 1 2
32 1 1 2
31 1 1 2
30 0
29 0
28 1 1
27 0
26 1 1 2
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
105
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, 36' wide, bike
lane on both side, painted
divider, no recover area
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 1 0 1
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 39 MPH
Pace: 35 - 44 MPH
85th %: 43 MPH
Posted: 35 MPH
Tue Time:
1:12 P.M. - 2:16 P.M.
Long Nguyen
SPEED DATA
False Ravine Trail / Claudio
Segment: Sierra College - End
Weather: Sunny Observer:
Street: Scarborough Location:
Length: 0.84 mi Direction: both
Date:
04/24/2018
Day:
9/26/18
1106 11/23/18
35 141
564564
SCHRIBER WAY
Sierra College Boulevard to Lakepointe Drive
DESCRIPTION/LOCATION
Schriber W ay is a collector street running eas t west from Sierra College Boulevard to Lakepointe Dr ive. This segment connects medium density housing , Sierra College Boulevard and the Crossing Shopping Center. Schriber Way has a painted center median with class ll bike lanes
There is no recovery area or parking along Schriber W ay. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
COLLISIONS
Accident records indicate that there were eleven collisions on Scarborough Dr. from 2015 to 2017. There was one accident in 2015, two in 2016, and eight in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Schriber Wy. is 37 MPH. It is recommended that the speed limit remain at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
142
565565
Road Name:
Schriber Way
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sierra College Blvd to Lakepointe Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
43'
2 Non-Retroreflective Yellow Markers
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
X
3622
X
37 Class II bikeway on both sides of road.
29 - 38
30 2015 2016 2017
1 2 8
Schriber Way
Sierra College Blvd
Lakepointe Dr
Bass Pro
!"$
!"$
COM
COM
COM
RES
RES
1237
143
566566
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 1 1
42 1 1
41 0
40 1 1 1 3
39 1 1
38 1 1 1 1 1 1 6
37 1 1 1 1 1 5
36 1 1 1 1 1 5
35 1 1 1 3
34 1 1 1 1 1 1 1 1 1 1 10
33 1 1 1 1 1 1 1 7
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
31 1 1 1 3
30 1 1 1 1 1 1 1 1 1 1 1 1 12
29 1 1 1 1 1 1 1 1 8
28 1 1
27 1 1 1 3
26 1 1 2
25 1 1 1 3
24 1 1 1 3
23 1 1 1 1 4
22 1 1 1 1 1 5
21 0
20 0
19 1 1
18 1 1
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Green Acres Sidelot
Segment: Sierra College Blvd. - Lakepointe
Weather: Sunny Observer:
Street: Schriber Location:
Length: 0.34 mi Direction: both
Date:
06/26/2018
Day: Tuesday Time:
12:56-2:10pm
Nick/Ali
SPEED DATA
85th %: 37 MPH
Posted: MPH
Average: 31 MPH
Pace: 29-38 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 1
INJURY 0 0 1
FATAL 0 0 0
TOTAL 1 2 8
Resolution # Adopted:
ROADWAY CONDITIONS
0One lane in each direction,
Bike lanes, Center turn lane
with no recovery area or street
parking, 42 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 35
144
567567
SI
ERRA COLLEGE BOULEVARD
Town of Loomis to Placer County
D
ESCRIPTION/LOCATION
Sie
rra College Boulevard is a two-lane, undivided major arterial with no more than one through lane of travel in each direction with a painted center median. There ar e no bike lanes on both sides; however this segment is frequently used by bicyclists. T his portion serves traffic volumes traveling to and from the Rocklin, Loomis, and Lincoln areas.
There are portions of steep hillsides with metal beam guard rail. There is no recovery area and no curb and gutter on either side.
C
OLLISSIONS
Ac
cident records indicate that there were zero collisions on Sierra College Blvd. from 2015 to 2017.
SURV
EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Sierra College Blvd. is 64 MPH. It is recommended t hat the speed limit remains 55 MPH in accordance with section 22349 of the California Vehicle Code. The recommended speed limit continues the 55 MPH speed limit in Placer County to the north, and the adjacent speed limit to the south in the Town of Loomis is 50 MPH on Sierra College Boulevard.
145
568568
Road Name:
Sierra College Blvd
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Loomis to Placer County
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
40'
2 Painted
55 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123=
X
X
X
11,789
X
64 Class II bikeway on both sides of road.
54 - 63
55 2015 2016 2017
0 0 0
Sierra College Blvd
Placer County
Loomis Border
Rocklin Border
Rocklin Border
123=
146
569569
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 1 1 1 1 1 1 1 1 1 1 1 1 1 13
1 1 1 3
1 1 2
1 1 1 1 1 1 1 7
1 1 1 1 1 1 6
60 1 1 1 1 1 1 1 1 1 9
59 1 1 1 1 1 1 1 1 8
58 1 1 1 1 1 1 1 1 1 1 10
57 1 1 1 1 1 1 6
56 1 1 1 1 1 1 6
55 1 1 1 1 1 1 1 1 1 1 1 1 12
54 1 1 1 1 1 1 1 1 8
53 1 1 2
52 1 1
51 1 1 1 1 1 5
50 1 1 1 3
49 0
48 0
47 1 1
46 0
45 0
44 1 1
43 0
42 0
41 0
40 0
39 0
38 0
37 0
36 0
35 0
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 lanes, no Bike lane, no
recovery area, painted center
median, 43 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 0
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 58 MPH
Pace: 54 - 63 MPH
85th %: 64 MPH
Posted: 55 MPH
Wednesday Time:
11am - 11:10am
Long/Nick
SPEED DATA
turn out
Segment: Loomis - Placer County
Weather: Sunny Observer:
Street: Sierra College Blvd Location:
Length: 1 Mile Direction: both
Date:
06/13/2018
Day:
9/26/18
1106 11/23/18
55 147
570570
SI
ERRA COLLEGE BOULEVARD
Granite Drive to Dominguez Road/Bass Pro
D
ESCRIPTION/LOCATION
Sie
rra College Boulevard is a 5 lane major arterial road with a painted center median and from Granite Drive to Commons Drive there is a raised center median. Th ere are 3 lanes traveling north bound and 2 lanes traveling southbound with bike lanes and no parking on both sides. This portion serves as a ccess road for Highway 80, and a major shopping center.
T
here is no recovery area and the road is bound by curb and gutter on both sides.
C
OLLISIONS
Ac
cident records indicate that there were seventy-two collisions on Sierra College Blvd. from 2015 to 2017. There were twenty-five accidents in 2015, twenty-three in 2016, and twenty-four in 2017.
SURV
EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Sierra College Blvd. is 47 MPH. It is recommended that the speed limit remains 40 MPH in accordanc e with section 21400(b) of the California Vehicle Code. The 5 MPH reduction below the 85 th percentile is supported by this roadway’s heavy traffic volume, and a Pace Speed of 37 -46 MPH and the number of collisions.
148
571571
Road Name:
Sierra College Blvd
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Granite Dr. to Dominguez Rd (Bass Pro)
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
66'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123: X
X
X
11,789
X
47 Class II bikeway on both sides of road.
36 - 45
40 2015 2016 2017
25 23 24
Sierra Collge Blvd
Bass Pro
Granite Dr
COM
COM
COM
CHURCH COM COM
§¨¦80
§¨¦80
123: 123:123:
Dominguez Rd
Schriber Way
149
572572
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
1 1
0 0
0 60 1 1
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1 2
50 1 1
49 1 1 1 1 1 1 6
48 1 1 1 3
47 1 1 1 1 1 1 1 7
46 1 1 2
45 1 1 1 1 1 1 6
44 1 1 1 1 4
43 1 1 2
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 4
40 1 1 1 1 1 1 1 1 1 1 1 11
39 1 1 1 1 4
38 1 1 1 1 1 1 1 1 8
37 1 1 1 1 1 1 1 1 1 9
36 1 1 1 1 1 1 1 7
35 1 1 1 1 1 1 6
34 1 1 1 1 1 5
33 1 1
32 1 1 1 3
31 0
30 1 1 2
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Commons Dr/ SCB intersection
Segment: Granite- BassPro
Weather: Sunny Observer:
Street: Sierra College Blvd Location:
Length: 0.48 mi Direction: both
Date:
06/21/2018
Day: Thursday Time:
2:05PM- 2:18 PM
Nick/Ali
SPEED DATA
85th %: 47 MPH
Posted: 40 MPH
Average: 41 MPH
Pace: 36-45 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 4 3 2
INJURY 2 2 3
FATAL 0 0 0
TOTAL 25 23 24
Resolution # Adopted:
ROADWAY CONDITIONS
5 travel lanes bike lanes on
both sides no recovery area,
painted center median, 73 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 150
573573
SIE
RRA COLLEGE BOULEVARD
Dominguez Road/Bass Pro to Rocklin Road
DE
SCRIPTION/LOCATION
Sierra C
ollege Boulevard is a major arterial roadway that varies from 4 to 6 lanes. It carries local and interregional traffic including commercial vehicles. Sierra College Boulevard also provides access to Sierra Commu nity C ollege and Interstate 80. This street varies in width from 45 feet to 130 feet. Sierra College Boulevard has a raised median from Rocklin R oad to the entrance of Sierra College. There is no median between the entrance of Sierra College and Interstate 80.
Be
tween Rocklin R oad and Interstate 80 , this segment has straight vertical curves . It varies between 4 and 5 lanes with 3 lane s in the southbound direction. Retail commercial and mixed use parcels are adjacent to this segment as well. On the north side of Interstate 80, Sierra College Boulevard serves a commercial area that is currently being developed into a major commercial hub. Beyond this , the road serves as a connection to the City of Lincoln and the Town of Loomis.
CO
LLISIONS
Acc
ident records indicate that there were twenty-five collisions on Sierra College Blvd. from 2015 to 2017. There were eight accidents in 2015, eight in 2016, and nine in 2017.
SURVE
Y RESULTS/RECOMMENDATION CONTINUED ON NEXT PAGE.
The
85th percentile speed on Sierra College Blvd. is 54 MPH. It is recommended that the speed limit remain at 50 MPH in accordance with section 21400(b) of the California Vehicle Code.
151
574574
Road Name:
Sierra College Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Rocklin Rd. to Bass Pro
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
60'
5 Painted
50 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123<
X
X
X
X
22,603
X
54 Class II bikeway on both sides of road.
Access to Sierra College.
46 - 55
50 2015 2016 2017
25 23 24
Sierra Collge Blvd
Rocklin Rd
Schriber Way
SIERRA COLLEGE SIERRA COLLEGE OPEN
SPACE CHURCH
OPEN
SPACE
RURAL
RESIDENTIAL
RURAL
RESIDENTIAL
OPEN
SPACE
X
X
123<
123<
Bass Pro Dominguez Rd
152
575575
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 1 1
0 1 1
1 1
0 60 0
59 1 1 2
58 1 1
57 1 1
56 1 1 1 3
55 1 1 1 3
54 1 1 1 3
53 1 1 1 3
52 1 1 1 1 1 1 1 7
51 1 1 1 1 1 1 6
50 1 1 1 1 1 1 6
49 1 1 1 1 1 1 6
48 1 1 1 1 4
47 1 1 1 1 1 1 1 1 1 9
46 1 1 1 1 1 1 1 1 1 9
45 1 1
44 1 1 1 3
43 1 1 1 1 4
42 1 1 1 1 1 1 1 1 8
41 1 1 1 3
40 1 1
39 1 1 1 3
38 1 1 1 1 1 1 6
37 1 1
36 1 1 2
35 1 1
34 1 1
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
5 lane road, Bike lane on each
side, No recovery area, Painted
Center Median, 85 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 8 8 9
PDO 0 4 1
INJURY 0 0 3
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 47 MPH
Pace: 46 - 55 MPH
85th %: 54 MPH
Posted: 50 MPH
Wednesday Time:
11:43am - 11:53am
Long/Nick
SPEED DATA
Sierra College football stadium
Segment: Bass Pro - Rocklin Rd
Weather: Sunny Observer:
Street: Sierra College Blvd Location:
Length: .66 Miles Direction: both
Date:
06/13/2018
Day:
9/26/18
1106 11/23/18
50 153
576576
SIERRA COLLEGE BOULEVARD
Rocklin Road to Roseville City Limit
DESCRIPTION/LOCATION
Sierra College Boulevard is a 5 lane arterial roadway from Rocklin Road to El Don with a concrete landscape median. There are 2 lanes travelling northbound and 3 lanes travelling southbound with bike lanes and no parking on both sides. The southbound #3 lane becomes a right turn only onto El Don Drive. From El Don Drive to Nightwatch Drive, there are 2 lanes travelling northbound, and 2 lanes travelling southbound with bike lanes and no parking on both sides, with a painted center median. From Nightwatch Drive to Scarborough Drive, there are 3 lanes travelling southbound, and 2 lanes travelling northbound, with a concrete landscape median. Sierra College Boulevard north of Nightwatch Drive has a steep grade with a horizontal curve and no raised center divider.
COLLISIONS
Accident records indicate that there were 39 collisions on Sierra College B lvd. from 2015 to 2017. There were 13 accidents in 2015, 14 in 2016, and 12 in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85 th percentile speed on Sierra College Blvd. is 56 MPH. It is recommended that the speed limit remain at 50 MPH in accordance with section 21400(b) of the California Ve
hicle Code.
154
577577
Road Name:
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sierra College Blvd.
Rocklin Rd. to Roseville City Limit
q
School
Residence
Business
Park
Open Space
Bikeway14
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
80'
4 Raised Landscape
50 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123<
X
X
X
X
X
21,845
X
56 Class II bikeway on both sides of road.
45 - 54
50 2015 2016 2017
13 12
Rocklin Border
Sierra Collge
Blvd
Loomis Border
Rocklin Border
Roseville Border
Scarborough
Dr
NightwatchDr Southside
Ranch Rd
El Don Dr
Brookfield
Cir
RES
RES
RES RES
RES
RES Rocklin Rd
123<
123<123<123<
COM
RES
RES
OPEN
SPACE
OPEN
SPACE
RES
RES
RES
RES
155
578578
VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 1 5 20 25 30
Total
Volume
65 or higher 0
0 1 1
0 1 1
60 1 1 2
59 1 1 1 1 4
58 1 1 1 1 4
57 1 1 1 1 1 1 1 1 1 1 1 11
56 1 1 1 1 1 1 1 1 1 1 1 1 12
55 1 1 1 1 1 1 1 7
54 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 22
53 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 23
52 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
51 1
1 1 1 1 1 1 1 1 1 1 1 12
50 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18
49 1
1 1 1 1 1 1 1 1 1 1 1 12
48 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18
47 1
1 1 1 1 1 1 1 1 1 1 11
46 1
1 1 1 1 1 1 1 1 1 1 11
45 1
1 1 1 1 1 1 1 1 1 1 1 1 1 14
44 1
1 1 1 1 1 6
43 1 1 2
42 1 1 1 1 1 1 1 7
41 0
40 1 1
39 0
38 0
37 0
36 0
35 0
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
213
DATE
City Engineer
Resolution # 1106 Adopted: 11/23/2018
ROADWAY CONDITIONS
5 travel lanes, bike lanes on
both sides, no recovery area,
painted center median, 67 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: 50 MPH
09/26/2018
FA
TAL 0 0 0
TOTAL 13 14 12
PDO 4 4 0
INJURY 1 0 2
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 51 MPH
Pace: 45 - 54 MPH
Jordan
SPEED DATA
85th %: 56 MPH
Posted: 50 MPH
Length: 1.8 Miles Direction: Both
Date:
11/20/2018
Day: Tuesday Time: 2:25 pm - 3:04 pm
Weather: Clear Observer:
Street: Sierra College Boulevard Location: Sunrise Senior Living Center Segment: Rocklin Rd - Roseville City Limit
156
579579
SIERRA MEADOWS DRIVE
Pacific Street to Granite Drive
DESCRIPTION/LOCATION
Sierra Meadows Drive is a two-lane major collector that runs north-south and is 46 feet wide. It has a painted centerline as well as class II bikeways and parking lanes on both sides. Sierra Meadows Drive is a link between Granite Drive and Pacific St reet and the street is signalized at these intersections . Sight d istance is limited by several horizontal curves o n the roadway. There is a p edestrian-actuated warning system for an uncontrolled crosswalk to the park.
Along Sierra Meadows Drive there is a church, daycare center, and neighborhood park as well as residential, commercial and industrial zones. There is also a regional UPS hub that produces a large amount of commercial traffic, including tractor/trailer combinations. Much of the traffic for the entire length of the roadway must enter from a parking lot or merge from the shoulder.
COLLISIONS
There have been eleven collisions on Sierra Meadows Dr. from 20 15 to 201 7. There were two in 2015, three in 2016, and five in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on Sierra Meadows Dr. is 38 MPH. It is recommended that the speed limit remain at 35 MPH in accordance w ith section 21400(b) of the California Vehicle Code.
157
580580
Road Name:
Sierra Meadows Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Pacific St. to Granite Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
6506
X
38 Class II bikeway on both sides of road.
30 - 39
35 2015 2016 2017
2 3 6
RES
RES RES
COM
COMCHURCHPARKRES
COM
IND
IND
COM
COMCOM
1239
12391239 1239
Sierra Meadows Dr.
M
anzanita Dr.
Lupine Ct.Tamarack Dr.
Chaparral Ct.
Corporation
Yard Rd. Granite Dr.
Pacific St.
158
581581
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 1 1
41 1 1 2
40 1 1 1 1 1 5
39 1 1 1 1 1 1 1 1 8
38 1 1 1 1 1 1 1 7
37 1 1 1 1 1 1 1 1 1 1 1 11
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
32 1 1 1 1 1 1 1 1 8
31 1 1 1 1 1 1 1 1 1 1 1 11
30 1 1 1 1 1 1 1 7
29 1 1 1 3
28 1 1 1 3
27 1 1 2
26 0
25 0
24 0
23 0
22 1 1
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
117
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, bike lane on
both side, 48' wide,
retroreflector and non-
retroreflector divider, street
parking
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 3 6
PDO 0 0 1
INJURY 0 0 1
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 34 MPH
Pace: 30 - 39 MPH
85th %: 38 MPH
Posted: 35 MPH
Thurs Time:
12:45 P.M. 1:50pm
Ali D.
SPEED DATA
Tuttle Dr
Segment: Pacific - Granite
Weather: Sunny Observer:
Street: Sierra Meadows Location:
Length: 0.67 mi Direction: both
Date:
04/19/2018
Day:
9/26/18
1106 11/23/18
35 159
582582
SOUTH GROVE STREET
Rocklin Road to Kannasto Street
DESCRIPTION/LOCATION
South Grove Street is a residential collector that runs North-South from Rocklin Road to Kannasto Street. From Rocklin Road to Winding Lane, there are class 2 bike lanes on both sides of the street and the roadway is divided by a painted double yellow roadway stripe. This segment of South Grove Street provides access to the Rocklin Police Department and the Rocklin DMV. From Winding Lane to Kannasto Way, the road widens to accommodate for street parking on both sides. This segment of the roadway provides access to medium and high-density housing.
There is no recovery area on South Grove Street. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
South Grove Street is part of the California Road System approved by FHWA and must be surveyed in order to be compliant with that program.
COLLISIONS
Accident records show that there was one collision on South Grove Street from 2020 to 2022.
This collision occurred in 2022.
SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on South Grove Street is 30 MPH. It is recommended that the speed limit remain at 25 MPH in accordance with section 21400(b) of the California Vehicle Code.
160
583583
Road Name:
South Grove St.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Rocklin Rd to Kannasto St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
34'
2 None
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
Residential
Industrial
Commercial
RES
IND
COM X
X
1723
X
30 22-31
25 2020 2021 2022
0 0 1
!"$
S Grove St
Winding Ln Jan CtRocklin Rd
RES
RES
RES RES
COM
RES
Class 2 bikeway on both sides of the road.
RES RES
Kannasto St
Paige Ct
X
RES
COM
X
161
584584
VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 0
36 1 1
35 1 1
34 0
33 0
32 1 1 1 1 4
31 1 1 2
30 1 1 1 1 1 1 1 1 1 1 10
29 1 1 1 1 1 1 1 1 8
28 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
27 1 1 1 1 1 1 1 1 1 1 1 11
26 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
25 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
24 1 1 1 1 1 1 1 1 1 1 1 1 12
23 1 1 1 1 4
22 1 1 1 1 1 5
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
Resolution # Adopted:
TOTAL 0 0 1
ROADWAY CONDITIONS
2 travel lanes, painted double
yellow centerline, bike lane on
both sides, no recovery area,
34 feet wide. Road widens to
46 feet south of Kokila Ct to
accommodate street parking on
both sides
INJURY 0 0 0
FATAL 0 0 0
ACCIDENT HISTORY
YEAR 2020 2021 2022
PDO 0 0 1
Average: 27 MPH
Pace: 22-31 MPH
SPEED DATA
Posted: 25 MPH
85th %: 30 MPH
Street: South Grove Street Location: Street Light C11175 Segment:
Weather: Sunny Observer: Jose
Date:
Rocklin Road - Kannasto Street
Length: 0.42 Miles Direction: Both
Time:11/21/2022 Day: Monday 9:10am - 10:15am
8/30/23
162
585585
SOUTH WHITNEY BOULEVARD
Sunset Boulevard to Five Star Boulevard
DESCRIPTION/LOCATION
South Whitney Boulevard is a two -lane major residential collector with a parking lane and a class II bikeway on both sides, with a 25 foot wide landscaped median. It serves primarily medium and high -medium density housing. This street has residential driveways at approximately 50 ft. intervals.
There is no recovery area on South Whitney Boulevard . It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
South Whitney Boulevard connects Five Star Boulevard to Sunset Boulevard/ Whitney Boulevard. This road is heavily traveled due to the shopping centers located off of Five Star Boulevard and its proximity to Hwy 65.
COLLISIONS
Collision records show that there were eighteen collisions on South Whitney Blvd. from 2015 to 2017. There were two collisions in 2015, nine in 2016, and seven in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile speed on South Whitney Blvd. is 36 MPH. It is recommended that the speed limit remain at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
163
586586
Road Name:
South Whitney Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sunset Blvd. to Five Star Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
82'
2 Raised Landscape
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
X
5488
X
36 Class II bikeway on both sides of road.
27 - 36
30 2015 2016 2017
2 9 7
Five Star Blvd
Lincoln Ave
Springview Dr
Rainier Ave
Bryce Wy Chalmette Ct
Sunset Blvd
!"$
!"$
!"$ !"$
RES RES
RES
RES
RES
RES
OPEN
SPACE
OPEN
SPACE
COM
COM
COM
COM
South Whitney Blvd
1238
1238
1238 1238
164
587587
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 1 1
42 1 1
41 0
40 1 1 2
39 1 1
38 1 1 1 3
37 1 1 1 3
36 1 1 1 1 1 1 1 1 8
35 1 1 1 1 1 1 6
34 1 1 1 1 1 1 1 1 8
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 1 1 1 1 1 12
31 1 1 1 1 1 1 1 1 1 1 1 1 1 13
30 1 1 1 1 1 1 1 1 1 1 1 1 12
29 1 1 1 1 1 1 1 7
28 1 1 1 3
27 1 1 1 1 1 1 6
26 0
25 1 1
24 1 1 2
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
2505 S. Whitney Blvd & 2510 S. Whitney Blvd
Segment: Sunset - Five Star
Weather: Sunny Observer:
Street: South Whitney Location:
Length: .59 Miles Direction: Both
Date:
04/20/2018
Day: Friday Time:
2:20pm - 3:40pm
Nick
SPEED DATA
85th %: 36 MPH
Posted: 30 MPH
Average: 32 MPH
Pace: 27 - 36 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 1
INJURY 0 0 1
FATAL 0 0 0
TOTAL 2 9 7
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, street parking
bike lane on each side, raised
divider, 82 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 165
588588
SPRING CREEK DRIVE
Whitney Ranch Parkway to Ranch View Drive
DESCRIPTION/LOCATION
Spring Creek Drive is a two-lane collector that runs north-south. It has a class II bikeway on both sides and a striped center median. This street is bordered by open space and several residential neighborhoods.
Spring Creek Drive is stop -controlled at its intersection with Ranch View Dr ive and signalized at Whitney Ranch P arkway. This street experiences moderate traffic due to the adjoining residences and its close proximity to Whitney High School.
There is no r ecovery area on Spring Creek Drive . It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
COLLISIONS
There have been three collisions on Spring Creek Dr. from 2015 to 2017. There were two collisions in 2015, one in 2016, and zero in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile of speed on Spring Creek Dr. is 41 MPH. It is recommended that the speed limit remains at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
166
589589
Road Name:
Spring Creek Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Whitney Ranch Pkwy. to Ranch View Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
5481
41 Class II bikeway on both sides of road.
33 - 42
35 2015 2016 2017
2 1 0
Ranch View Dr W
ild Plains Circle
Broken Rail Ln
Whitney Ranch Pkwy!"$ RES
RES
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
RES RES
OPEN
SPACE
OPEN
SPACE
Spring Creek Dr
1239
1239
1239
1239
167
590590
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 0
49 0
48 0
47 0
46 0
45 1 1
44 1 1 2
43 1 1 2
42 1 1 1 3
41 1 1 1 1 1 1 1 7
40 1 1 1 1 1 1 1 1 1 1 1 1 12
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 1 1 1 1 1 13
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 8
34 1 1 1 1 1 1 1 1 1 1 1 1 1 13
33 1 1 1 1 1 1 6
32 0
31 1 1 1 3
30 1 1 1 3
29 0
28 1 1
27 0
26 1 1
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Broken Rail Ln c11034
Segment: Whitney Ranch - Ranch View
Weather: Sunny Observer:
Street: Spring Creek Location:
Length: .4 Miles Direction: Both
Date:
04/26/2018
Day: Thursday Time:
3:16pm - 4:06pm
Long
SPEED DATA
85th %: 41 MPH
Posted: 35 MPH
Average: 37 MPH
Pace: 33 - 42 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 2 1 0
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, painted median,
bike lanes on both sides, no
recovery area, 36 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 168
591591
SPRINGVIEW DRIVE
Springview Meadows Drive to Sunset Boulevard
DESCRIPTION/LOCATION
Springview Drive is a two -lane curvilinear major collector. It has a painted center line, an 8 foot parking lane , and a class II bike way on both sides . Springview Drive serves several resident ial subdivisions and S outh Placer Municipal Utility District (SPMUD office.
There is no recovery area on Springview Drive . It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
COLLISIONS
There have been twenty -two collisions on Springview Dr. from 20 15 to 2017 . There were four collisions in 2015, eleven in 2016, and seven in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile of speed on Springview Dr. is 40 MPH. It is recommende d that the speed limit remains at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
169
592592
Road Name:
Springview Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Springview Meadows Dr. to Sunset Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
5857
X
40 Class II bikeway on both sides of road.
31 - 40
35 2015 2016 2017
4 11 7
Hearthstone Dr
Sunset Blvd
Shannon Bay Dr
Allen DrAllen Ct
Willowynd DrWillowynd Ct
West
Sunwood
CtEast
Sunwood
Ct
Woodbridge
Ct
Woodbridge
Wy
West Driftwood Ct
East
Driftwood
Ct
Willowynd Dr
Mapleridge
Ct
Springview
Meadow Dr
Twin Creeks Ln
!"$
RES
RES
COM
COM
COM RES
RES
RES RES RES
RES
CHURCH
RES
COM
Springview Dr
1239
1239
170
593593
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 1 1
51 0
50 0
49 0
48 1 1
47 1 1
46 0
45 0
44 1 1
43 0
42 1 1 1 1 4
41 1 1 1 3
40 1 1 1 1 1 1 1 1 8
39 1 1 1 1 1 1 1 1 8
38 1 1 1 1 1 5
37 1 1 1 1 1 1 1 1 1 9
36 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 1 1 1 1 1 13
33 1 1 1 1 4
32 1 1 1 1 4
31 1 1 1 1 1 1 6
30 1 1 1 1 1 1 6
29 1 1
28 0
27 1 1
26 1 1 2
25 0
24 0
23 0
22 0
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
E. Sunwood
Segment: Springview Meadows - Sunset
Weather: Sunny Observer:
Street: Springview Dr Location:
Length: .55 Miles Direction: both
Date:
06/05/2018
Day: Tuesday Time:
11:33am - 12:14pm
Long/Nick
SPEED DATA
85th %: 40 MPH
Posted: 35 MPH
Average: 36 MPH
Pace: 31 - 40 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 4 1
INJURY 0 0 0
FATAL 0 0 0
TOTAL 4 11 7
Resolution # Adopted:
ROADWAY CONDITIONS
46' wide, 2 lanes, bike lane on
both sides, street parking, no
recovery area, retroreflectors
and non-retroreflectore divider
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 171
594594
S
PRINGVIEW DRIVE
South Whitney Boulevard to Springview Meadows Drive
D
ESCRIPTION/LOCATION
Sp
ringview Drive is a two -lane curvilinear major collector. It has a painted center line, an 8 foot parking lane, and a class II bike way on both sides . Springview Drive serves several residential subdivisions, a few apartment complexes, and an elementary school near Christopher Court. It has a high volume of pedestrians due to the school and high density residences.
T
here is no recovery area on Springview Drive . It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
C
OLLISIONS
T
here have been eight collisions on Springview Dr. from 20 15 to 2017. There were two collisions in 2015, three in 2016, and three in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Springview Dr. is 34 MPH. It is recommended that the speed limit remains at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
172
595595
Road Name:
Springview Dr.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
South Whitney Blvd. to Springview Meadows Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
3868
X
34 Class II bikeway on both sides of road.
26 - 35
30 2015 2016 2017
2 3 3
Hearthstone Dr
Placer
West
Dr
Brookside Cir Christopher Ct
Casa Del
Oro W
y
Saguaro W
y
South W
hitney Blvd
Piton W
y
RES
RES
RES
RES
SCHOOL
RES
RES
RES
RES
RES
RES
!"$
!"$
!"$
Springview Meadows Dr
1238
1237
ËÌ
1237
ËÌ
1238
X
X
173
596596
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 1 1
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 1 1 2
38 1 1
37 1 1 1 3
36 1 1 1 1 1 5
35 1 1 2
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 6
32 1 1 1 1 1 1 1 1 1 1 1 1 12
31 1 1 1 1 1 5
30 1 1 1 1 1 1 1 1 1 1 1 1 12
29 1 1 1 1 1 1 1 1 1 1 1 11
28 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
27 1 1 1 1 4
26 1 1 1 1 1 1 1 7
25 1 1 1 1 4
24 0
23 1 1
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Saguaro
Segment: South Whitney - Springview Meadows
Weather: Sunny Observer:
Street: Springview Dr Location:
Length: .67 Miles Direction: both
Date:
06/05/2018
Day: Tuesday Time:
12:17pm - 12:50pm
Nick/Long
SPEED DATA
85th %: 34 MPH
Posted: 30 MPH
Average: 31 MPH
Pace: 26 - 35 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 1
INJURY 0 0 1
FATAL 0 0 0
TOTAL 2 3 3
Resolution # Adopted:
ROADWAY CONDITIONS
2 lanes, Bike lane on each
side, street parking, 46' wide,
no recovery area, retroreflector
and non-retroreflector divider
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 174
597597
ST
ANFORD RANCH ROAD
City of Roseville Limit to Park Drive
D
ESCRIPTION/LOCATION
St
anford Ranch Road is a four lane divided minor arterial with a raised landscaped median, curb, gutter and sidewalk with 15 feet of landscaping on both sides of the roadway. This roadway serves many residential and commercial developments, connects with many other arterial and collector roadways and provid es access to St ate Route 65 via Roseville. Along this segment are many housing divisions and an elementary school that can only be accessed through Stanford Ranch Road. The abutting speed limit in the City of Roseville is 40 MPH.
A
t the intersection of Stanford Ranch R oad and Sunset Boulevard, substantial traffic volumes are produced due to adjacent commercial centers. This intersection has one of the highest continuous traffic volumes in the City o f Rocklin. Rocklin High School also has direct access to Stanford Ranch Road. In addition to the high school, Stanford Ranch Road serves a fire station and senior living apartments . The area between Crest Dr ive and Park Drive is heavily traveled by pedestrians, bicyclists, and vehicles as a result of the school, especially during the morning and afternoon hours.
St
anford Ranch has no recovery area and is bound by curb, gutter and sidewalk.
C
OLLISIONS
There have been 95 collisions on Stanford Ranch Rd. from 2015 to 2017. There were twenty-nine collisions in 2015, thirty-six in 2016, and thirty in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Stanford Ranch Rd. is 47 MPH. It is recommended that the speed limit remains at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
175
598598
Road Name:
Stanford Ranch Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Roseville Border to Park Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
84'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:
X
X
X
X
X
17,414
X
47 Class II bikeway on both sides of road.
Heavy pedestrian volume due to High School
39 - 48
40 2015 2016 2017
29 36 30
Sunset Blvd
Crest Dr
Park Dr
COM
HIGH
SCHOOL
COM
RES
RES
RES
RES
RES
RES
!"$123:
X
123: 123:
123:
1237
ËÌ
123:
123:
Stanford Ranch Rd
X
123:
123:
1237
ËÌ
176
599599
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 1 0 1 52 02 53 0
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 11 2
54 0
53 1 1
52 0
51 0
50 0
49 1111 4
48 111 3
47 111111 6
46 111111111 9
45 111111111 1 111 1 3
44 111111 6
43 111111111 9
42 111111111 9
41 11111 5
40 111111111 1 1 11
39 111111 6
38 1111 4
37 111 3
36 11 2
35 1111 4
34 111 3
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Cobblestone
Segment: Roseville Border - Park
Weather: Cloudy Observer:
Street: Stanford Ranch Location:
Length: 1.84 Miles Direction: both
Date:
05/15/2018
Day: Tuesday Time: 9:20am - 10:15pm
Ali
SPEED DATA
85th %: 47 MPH
Posted: 40 MPH
Average: 43 MPH
Pace: 39 - 48 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 10 7 6
INJURY 000
FATAL 000
TOTAL 29 36 30
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes with landscape
median, bike lanes on both
sides, no recovery area. 84 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 177
600600
ST
ANFORD RANCH ROAD
Park Drive to West Oaks Boulevard
D
ESCRIPTION/LOCATION
Stanford Ranch Road is a four lane divided minor arterial with a raised landscaped median, curb, gutter and sidewalk with 15 feet of landscaping on both sides of the roadway. This roadway serves medium density housing and borders open space. There is a signalized intersection along this segment at Darby Road.
St
anford Ranch Road is bound by curb, gutter, sidewalk, and signalized intersections.
C
OLLISIONS
T
here have been twenty-two collisions on Stanford Ranch Rd. from 20 15 to 2017. There were eight collisions in 2015, seven in 2016, and seven in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Stanford Ranch Rd. is 52 MPH. It is recommended that the speed limit remains at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
178
601601
Road Name:
Stanford Ranch Rd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Park Dr. to West Oaks Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
80'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
15,228
X
52 Class II bikeway on both sides of road.
42 - 51
45 2015 2016 2017
8 7 7
West Oaks Blvd
Harvest Rd
Darby Rd
New Vista
Dr
Delta Dr
Breen Dr
Park Dr
COM
OPEN
SPACE
RES
RESRES
OPEN
SPACE
RES
OPEN
SPACE
RES
RES
RES
RES
RES OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
123;
Stanford Ranch Rd 123;
123;
123;123;
179
602602
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
1 1
0 0
0 60 0
59 0
58 0
57 1 1 1 1 4
56 1 1
55 1 1 1 1 1 5
54 1 1 2
53 1 1 1 3
52 1 1 1 1 1 5
51 1 1 1 1 1 1 1 1 1 1 1 11
50 1 1 1 1 1 1 1 1 1 1 10
49 1 1 1 1 1 1 6
48 1 1 1 1 1 1 1 7
47 1 1 1 1 1 5
46 1 1 1 1 1 1 1 1 1 1 10
45 1 1 1 1 1 1 1 7
44 1 1 1 1 1 1 1 1 8
43 1 1 1 1 1 5
42 1 1 1 3
41 1 1 1 1 1 1 6
40 1 1 1 1 1 1 6
39 1 1
38 1 1
37 1 1
36 0
35 1 1
34 0
33 1 1
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
110
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, Lanscape
median, bike lane on both
sides, no recovery area, 80 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 8 7 7
PDO 3 0 1
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 47 MPH
Pace: 42 - 51 MPH
85th %: 52 MPH
Posted: 45 MPH
Wednesday Time:
1:50pm -2:07 pm
long
SPEED DATA
Park - Darby
Segment: Park - West Oaks
Weather: sunny Observer:
Street: Stanford Ranch Location:
Length: .92 Miles Direction: Both
Date:
05/02/2018
Day:
9/26/18
1106 11/23/18
45 180
603603
SUNSET BOULEVARD
Highway 65 to Blue Oaks Boulevard
DESCRIPTION/LOCATION
Sunset Boulevard is a major arterial roadway which has the consistently high traffic volumes within the City of Rocklin. It ranges from 4 to 6 lanes and has a raised landscaped median with turn pockets and a class II bike lane for most of its leng th. It connects with many other arterial and collector roadways and serves a large variety of residential, commercial, and industrial areas.
This segment is curvilinear with three lanes in each direction . It connects Lincoln and Roseville to Rocklin via State Route 65. It serves a largely commercial and retail zoned area with a large apartment complex at the intersection of Blue Oaks and Sunset Boulevard.
There is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
COLLISIONS
There have been forty -six collisions on Sunse t Blvd. from 20 15 to 2017. There were twenty collisions in 2015, twenty in 2016, and six in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile of speed on Sunset Blvd. is 47 MPH. It is recommended that the speed limit remains at 4 5 MPH in accordance with section 21400(b) of the California Vehicle Code.
181
604604
Road Name:
Sunset Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Highway 65 to Blue Oaks Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
108'
6 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
23,176
X
47 Class II bikeway on both sides of road.
40 - 49
45 2015 2016 2017
20 20 6
Hwy 65
Interchange
Sunset Blvd
Blue Oaks Blvd
W
est Oaks Blvd
Lonetree Blvd
Atherton Rd
IND
IND
WILLIAM JESSUP
UNIVERSITY IND
COM
COM
IND
IND
COM
RES
RES
COM
OPEN
SPACE
OPEN
SPACEOPEN
SPACE
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
X
123;
123;
123;
OPEN
SPACE
COM
X
182
605605
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 1 1
60 0
59 0
58 1 1
57 0
56 1 1
55 1 1
54 0
53 1 1
52 1 1
51 1 1 2
50 1 1 2
49 1 1 1 3
48 1 1 1 1 4
47 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
46 1 1 1 1 1 1 1 1 8
45 1 1 1 1 1 1 6
44 1 1 1 1 1 1 1 1 1 1 1 1 1 13
43 1 1 1 1 1 1 6
42 1 1 1 1 1 1 1 7
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 1 1 1 1 10
39 1 1 1 3
38 1 1 2
37 1 1 1 3
36 1 1 2
35 1 1
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
6 travel lanes, landscape
median, bike lane on both side,
no recover area
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 20 20 6
PDO 0 1 0
INJURY 0 2 1
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 44 MPH
Pace: 40-49 MPH
85th %: 47 MPH
Posted: 45 MPH
Monday Time:
10:36 -11:07 AM
Nick
SPEED DATA
Sutter Medical Foundation
Segment: Highway 65 - Blue Oaks
Weather: Sunny Observer:
Street: Sunset Location:
Length: 1.16 mi Direction: both
Date:
06/25/2018
Day:
9/26/18
1106 11/23/18
45 183
606606
SUNSET BOULEVARD
Blue Oaks Boulevard to Park Drive
DESCRIPTION/LOCATION
Sunset Boulevard is a major arterial roadway and has the highest consistent traffic volumes within the City of Rocklin. It ranges from 4 to 6 lanes and has a raised landscaped median with turn pockets and a class II bike lane for most of its length. It connects with many other arterial and collector roadways and serves a large variety of residential, commercial, and industrial areas.
This segment of Sunset Boulevard is linear with three lanes in each direction. It serves medium and high density housing on both sides of the road with a commercial retail center at the intersection of Park Drive.
There is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
COLLISIONS
There have been thirty-four collisions on Sunset Blvd. from 20 15 to 2017. There were thirteen collisions in 2015, seven in 2016, and fourteen in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile of speed on Sunset Blvd. is 52 MPH. It is recommended that the speed limit remains at 45 MPH in accordance with section 21400(b) of the Califor nia Vehicle Code.
184
607607
Road Name:
Sunset Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Blue Oaks Blvd. to Park Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
102'
6 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
23,176
X
52 Class II bikeway on both sides of road.
42 - 51
45 2015 2016 2017
13 7 14
Blue Oaks Blvd
Park Dr
Sunset Blvd
COM
COMRES
RES
RES
RES
RES RES
COM
COM
123;
123;
185
608608
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 1 1
59 1 1 2
58 1 1
57 0
56 1 1 2
55 1 1 2
54 1 1 2
53 1 1 1 1 4
52 1 1 1 1 1 5
51 1 1 1 1 4
50 1 1 1 1 1 1 1 1 1 9
49 1 1 1 1 4
48 1 1 1 1 1 1 1 1 8
47 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
46 1 1 1 3
45 1 1 1 1 1 1 1 1 1 1 1 11
44 1 1 1 1 1 1 1 1 8
43 1 1 1 1 1 5
42 1 1 1 1 1 1 1 1 8
41 1 1 2
40 1 1 1 1 1 5
39 1 1
38 1 1 2
37 0
36 1 1
35 0
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
105
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
6 travel lanes, landscape
median, bike lane on both side,
no recover area
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 13 7 14
PDO 7 1 1
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 47 MPH
Pace: 42 - 51 MPH
85th %: 52 MPH
Posted: 45 MPH
Wed Time:
10:10 A.M. - 10:42 A.M.
Long Nguyen
SPEED DATA
Meridan / Sunset Summit
Segment: Blue Oaks - Park
Weather: Cloudy Observer:
Street: Sunset Location:
Length: 0.46 mi Direction: both
Date:
04/18/2018
Day:
9/26/18
1106 11/23/18
45 186
609609
SUN
SET BOULEVARD
Park Drive to Stanford Ranch Road
D
ESCRIPTION/LOCATION
S
unset Boulevard is a major arterial roadway and has the highest consistent traffic volumes within the City of Rocklin. It ranges from 4 to 6 lanes and has a raised landscaped median with turn pockets and a class II bike lane for most of its length. It connects with many other arterial and collector roadways and serves a large variety of residential, commercial, and industrial areas.
T
his segment of Sunset Boul evard is linear with three lanes each direction . It serves medium and high density housing with commercial retail centers at the intersection of Stanford Ranch Road and Park Drive.
T
here is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
C
OLLISIONS
T
here have been twenty-seven collisions on Sunset Blvd. from 2015 to 2017. There were ten collisions in 2015, ten in 2016, and seven in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Sunset Blvd. is 52 MPH. It is recommended that the speed limit remains at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
187
610610
Road Name:
Sunset Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Park Dr. to Stanford Ranch Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
102'
6 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
21,100
X
52 Class II bikeway on both sides of road.
42 - 51
45 2015 2016 2017
10 10 7
Park Dr
Little Rock Rd
Copper Ct
Pebble Creek Dr
Stanford Ranch Rd
COM RES RES RES
RES
COM
COM
COM
COM OPEN
SPACE RES RES
OPEN
SPACE
Sunset Blvd
123; 123;
123;
188
611611
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 1 1 2
58 1 1
57 1 1 2
56 1 1 2
55 1 1
54 1 1
53 1 1 1 3
52 1 1 1 1 4
51 1 1 1 3
50 1 1 1 1 1 1 1 1 8
49 1 1 1 1 1 5
48 1 1 1 3
47 1 1 1 1 1 1 1 1 1 9
46 1 1 1 1 1 1 1 1 1 1 10
45 1 1 1 1 1 1 1 7
44 1 1 1 1 1 1 1 1 1 1 10
43 1 1 1 1 1 1 1 1 1 1 10
42 1 1 1 1 1 1 1 1 8
41 1 1 1 3
40 1 1 1 3
39 1 1 2
38 1 1
37 1 1
36 1 1 2
35 0
34 0
33 0
32 1 1
31 1 1
30 1 1
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
6 travel lanes, landscape
median, bike lane on both side,
no recover area
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 10 10 7
PDO 5 1 1
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 46 MPH
Pace: 42 - 51 MPH
85th %: 52 MPH
Posted: 45 MPH
Tues Time:
3:10 P.M. - 4:00 P.M.
Long Nguyen
SPEED DATA
Bank of America
Segment: Park - Stanford Ranch
Weather: Sunny Observer:
Street: Sunset Location:
Length: 0.71 mi Direction: both
Date:
04/17/2018
Day:
9/26/18
1106 11/23/18
45 189
612612
SUNSET BOULEVARD
Stanford Ranch Road to Whitney Boulevard
DESCRIPTION/LOCATION
Sunset Boulevard is a major arterial roadway and has the highest consistent traffic volumes within the City of Rocklin. It ranges from 4 to 6 lanes and has a raised landscaped median with turn pockets and a class II bike lane for most of its length. It connects with many other arterial and collector roadways and serves a large variety of residential, commercial, and industrial areas.
This segment of Sunset Boulevard is curvilinear with two lanes in each direction. It serves a high and medium density housing, with access to an elementary school and a n event center.
There is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
COLLISIONS
There have been seventy-seven collisions on Sunset Blvd. from 20 15 to 2017. There were seventeen collisions in 2015, thirty-five in 2016, and twenty-five in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile of speed on Sunset Blvd. is 44 MPH. It is recommended that the speed limit remains at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
190
613613
Road Name:
Sunset Blvd
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Stanford Ranch Rd. to Whitney Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
84'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:
X
X
X
X
X
20,080
X
44 Class II bikeway on both sides of road.
34 - 43
40 2015 2016 2017
17 35 25
Stanford Ranch Rd Fairway Dr Coronado Wy
Topaz Ave
Whitney Blvd
S. Whitney Blvd
COM
RES RES
COM COM CHURCH
GOLF
COURSE
RES
RES RES
RES RES RES
OPEN
SPACE
RES
COM
COM
RES
Sunset Blvd
123:
123: 123:123:
191
614614
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 1 1
54 0
53 0
52 1 1
51 1 1
50 0
49 1 1
48 1 1 2
47 1 1 2
46 0
45 1 1 1 1 1 5
44 1 1 2
43 1 1 1 1 1 1 1 7
42 1 1 1 1 1 1 1 7
41 1 1 1 1 4
40 1 1 1 1 1 1 1 7
39 1 1 1 1 1 1 1 1 1 1 1 11
38 1 1 1 1 1 1 1 1 1 1 1 11
37 1 1 1 1 1 1 1 1 1 1 1 1 12
36 1 1 1 1 1 1 1 7
35 1 1 1 1 1 1 6
34 1 1 1 1 1 1 1 1 8
33 1 1 2
32 1 1 2
31 1 1
30 0
29 0
28 0
27 1 1
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Coronado
Segment: Stanford Ranch - Whitney
Weather: Sunny Observer:
Street: Sunset Location:
Length: 0.93 mi Direction: both
Date:
05/23/2018
Day: Wednesday Time:
1:58-2:16 /2:22-2:34
PM
Nick
SPEED DATA
85th %: 44 MPH
Posted: 40 MPH
Average: 39 MPH
Pace: 34-43 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 3 10 7
INJURY 1 1 3
FATAL 0 0 0
TOTAL 17 35 25
Resolution # Adopted:
ROADWAY CONDITIONS
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
4 travel lanes, raised median
with bike lanes on both sides.
No recovery area, 82 ft wide
9/26/18
1106 11/23/18
40 192
615615
SUNSET BOULEVARD
Whitney Boulevard to Pacific Street
DESCRIPTION/LOCATION
Sunset Boulevard is a major arterial roadway and has the highest consistent traffic volumes within the City of Rocklin. It ranges from 4 to 6 lanes and has a raised landscaped median with turn pockets and a class II bike lane for most of its length. It connects with many other arterial and collector roadways and serves a large variety of residential, commercial, and industrial areas. The northwestern portion of Sunset Boulevard also serves as an STAA truck route.
This segment of Sunset Boulevard serves commercial retail, high and medium density housing, and professional office parcels. There are two lanes in each direction and during peak traffic hours this segment becomes congested. This portion of Sunset Boulevard crossed over the Union Pacific Railroad near Pacific Street
There is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
COLLISIONS
There have been eighty-four collisions on Sunset Blvd. from 201 5 to 2017. There were eighteen collisions in 2015, thirty-five in 2016, and thirty-one in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile of speed on Sunset Blvd. is 47 MPH. It is recommended that the speed limit remains at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
193
616616
Road Name:
Sunset Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Whitney Blvd. to Pacific St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
110'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:
X
X
X
X
X
33,166
X
47 Class II bikeway on both sides of road.
38 - 47
40 2015 2016 2017
18 35 31
W
hitney Blvd
S. W
hitney Blvd
3rd StSpringview Dr
Pacific St
123:
Sunset Blvd
COM
RES RES COM
COM
COMCOM
OPEN
SPACE
COM
COM
123:
123:123:
Union Pacific Railroad
COM
IND
Union Pacific Railroad
OPEN
SPACE
Bridge
Bridge
194
617617
SPEED SURVEY
Number of Vehicles
Speed (mph) 51 01 52 02 53 0
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 1 1
57 0
56 0
55 0
54 11 2
53 1 1
52 11 2
51 11 2
50 11111 5
49 11 2
48 111111111 9
47 111111 6
46 111111111 9
45 111111111 1 1 11
44 111111111 1 1111 1 1 5
43 111111111 1 111 1 3
42 111111111 1 1111 1 1111 1 9
41 111111111 1 1111 1 1111 1 111 2 3
40 111111111 1 1111 1 1111 1 1111 2 4
39 111111111 1 1111 1 1 1 6
38 111111111 1 111 1 3
37 11111111 8
36 111111111 1 10
35 11 2
34 1111 4
33 11 2
32 11 2
31 11 2
30 0
29 0
28 1 1
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
204
DATE
City Engineer
Southern Pacific Pipe Line driveway and
Red light at Sunset-3rd St.
Segment: Pacific - Whitney
Weather: Cloudy Observer:
Street: Sunset Blvd. Location:
Length: 0.37 mi Direction: Both
Date:
04/11/2018
Day: Wed Time:
12:15 P.M. - 1:00 P.M.
1:05 P.M. - 1:31 P.M.
Long Nguyen
SPEED DATA
85th %: 47 MPH
Posted: 40 MPH
Average: 42 MPH
Pace: 38 - 47 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 31 16
INJURY 313
FATAL 000
TOTAL 18 35 31
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, bike lanes on
each side, no recovery area,
landscape center median, 112
feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 195
618618
SUNSET BOULEVARD
Pacific Street to Woodside Drive
DESCRIPTION/LOCATION
Sunset Boulevard is a major arterial roadway and has the highest consistent traffic volumes within the City of Rocklin. It ranges from 4 to 6 lanes and has a raised landscaped median with turn pockets and a class II bike lane for most of its length. It connects with many other arterial and collector roadways and serves a large variety of residential, commercial, and industrial areas.
This segment of Sunset Boulevard is linear and serves a commercial retail centers , and medium-high density housing.
There is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
COLLISIONS
There have been twenty -two collisions on Sunset Blvd. from 20 15 to 2017. There were five collisions in 2015, seven in 2016, and ten in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile of speed on Sunset Blvd. is 37 MPH. It is recommended that the speed limit remains at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
196
619619
Road Name:
Sunset Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Pacific St. to Woodside Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
84'
4 Raised Landscape
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
2917
X
37 Class II bikeway on both sides of road.
27 - 38
30 2015 2016 2017
5 7 10
COM COM
COM RES RES
RES
RES
RES
!"$
Sunset Blvd
1238
Pacific St
Lindsay Ct
Woodside Dr
COM
197
620620
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 1 1 1 3
40 1 1 2
39 1 1
38 1 1 1 1 1 1 1 7
37 1 1 1 3
36 1 1 1 1 4
35 1 1 1 1 1 1 1 7
34 1 1 1 1 1 5
33 1 1 1 1 4
32 1 1 1 1 1 1 6
31 1 1 1 1 1 1 1 1 1 1 10
30 1 1 1 1 1 1 1 1 1 1 10
29 1 1 1 1 1 1 1 1 1 9
28 1 1 1 1 1 1 6
27 1 1 1 1 1 5
26 1 1 1 1 4
25 1 1 1 1 1 5
24 1 1 1 3
23 1 1 1 3
22 1 1 2
21 0
20 1 1
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Hurley Company LLC's Driveway
Segment: Pacific - Woodside
Weather: Cloudy Observer:
Street: Sunset Blvd. Location:
Length: 0.18 mi Direction: Both
Date:
04/11/2018
Day: Wed Time:
1:40 P.M. - 2:51 P.M.
Long Nguyen
SPEED DATA
85th %: 37 MPH
Posted: 30 MPH
Average: 31 MPH
Pace: 27 - 38 MPH
ACCIDENT HISTORY
YEAR 2013 2014 2015
PDO 1 2 2
INJURY 0 0 1
FATAL 0 0 0
TOTAL 5 7 10
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides, no recovery area,
painted 2 way left turn center
median, 89 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 198
621621
T
OPAZ AVENUE
Sunset Boulevard to Whitney Boulevard
D
ESCRIPTION/LOCATION
T
opaz Avenue is a residential collector that connects Whitney Boulevard (Major Collector) to Sunset Boulevard (Principle arterial). It serves residential homes on both sides and provide s access to Parker Whitney Elementary school. There are three school crosswalks, one at Ruby Court, one at 5130 Topaz Avenue, and one between 5165 Topaz Avenue and Parker Whitney Elementary School. There is parking on both sides of the street and no bike lanes on either side. In front of the school there are fire lanes marked by red curbs and loading and unloading zones between marked by white curbs and signs from 8 AM to 4 PM. There is no raised center median.
T
here is no recovery area on Topaz Ave nue It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
C
OLLISIONS
T
here have been nine collisions on Topaz Ave. from 20 15 to 2017. There were three collisions in 2015, three in 2016, and three in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Sunset Blvd. is 32 MPH. It is recommended that the speed limit remains at 25 MPH in accordance with section 21400(b) of the California Vehicle Code.
199
622622
Road Name:
Topaz Ave.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sunset Blvd to Whitney Ave
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
40'
2 Non-Retroreflective yellow markers
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237 X
X
X
2625
X
32 Class II bikeway on both sides of road.
25 - 34
25 2015 2016 2017
3 3 3
Topaz Ave
Sunset Blvd
Whitney Blvd
!"$ 1237
1237
1237
X
X
RES
RES
RES
RES
200
623623
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 1 1 2
37 1 1
36 0
35 1 1
34 1 1 1 1 4
33 1 1 1 1 1 5
32 1 1 1 1 1 1 1 1 1 9
31 1 1 1 1 1 1 1 1 1 1 10
30 1 1 1 1 1 1 1 1 1 9
29 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
28 1 1 1 1 1 1 1 1 8
27 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
26 1 1 1 1 1 1 1 1 8
25 1 1 1 3
24 1 1 1 3
23 1 1 2
22 1 1 1 1 4
21 1 1 2
20 1 1 2
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, no bike lanes,
no recovery area, non
retroreflective yellow marker
median, 39 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 3 3 3
PDO 2 2 1
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 29 MPH
Pace: 25 - 34 MPH
85th %: 32 MPH
Posted: 25 MPH
Wednesday Time:
11:37am - 12:42pm
Nick
SPEED DATA
5220 Topaz
Segment: Sunset - Whitney
Weather: Sunny Observer:
Street: Topaz Location:
Length: 0.68 Miles Direction: both
Date:
06/20/2018
Day:
9/26/18
1106 11/23/18
25 201
624624
UNIVERSITY AVENUE
Sunset Boulevard to Whitney Ranch Parkway
DESCRIPTION/LOCATION
University Avenue is a curvilinear minor arterial that runs north-south between Sunset Boulevard and Whitney Ranch Parkway. From Sunset Boulevard to Larkspur Drive, University Avenue is a two-lane road with a painted center median and a bike lane on the east side of the northbound lane. This portion of University Avenue provides access to William Jessup University.
From Larkspur Drive to Whitney Ranch Parkway, University Avenue is a four-lane road with a raised center median and a bike lane on both sides.
There is no recovery area along University Avenue. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were twelve collisions on University Avenue from 2020 to 2022. Two collisions occurred in 2020, two collisions occurred in 2021, and eight collisions occurred in 2022.
SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on University Avenue is 44. It is recommended that the speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
202
625625
Road Name:
University Ave.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sunset Blvd. to Whitney Ranch Pkwy.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
72'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:
X
X
X
X
1242
X
44 Class II bikeway on both sides of road.
35-44
40 2020 2021 2022
2 2 8
University Ave
W
hitney Ranch Pkwy
Sunset BlvdRES
123:123:
123:
123:
123:
X
!"$
RES
RES
SCHOOL
123:
123:
123:123:
203
626626
VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 1 1
49 0
48 1 1
47 1 1 2
46 1 1 1 1 4
45 1 1 1 3
44 1 1 1 1 1 1 6
43 1 1 1 1 1 1 1 1 8
42 1 1 1 1 1 1 1 1 1 1 10
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 1 1 1 1 1 1 12
39 1 1 1 1 1 1 1 1 8
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 1 1 1 11
36 1 1 1 1 4
35 1 1 1 1 1 1 6
34 1 1 2
33 1 1 1 3
32 1 1
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Street: University Avenue Location: Street Light C12175 Segment: Sunset Boulevard - Whitney Ranch Parkway
Length: 1.07 Miles Direction: Both
Weather: Sunny Observer: Jose
Date: 11/17/2022 Day: Thursday
SPEED DATA
Posted: 40 MPH
Time: 9:30am - 10:45am
85th %: 44 MPH
Average: 40 MPH
YEAR 2020 2021 2022
Pace: 35-44 MPH
ACCIDENT HISTORY
INJURY 0 0 3
PDO 2 2 5
TOTAL 2 2 8
FATAL 0 0 0
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes in each direction,
painted and raised medians,
bike lanes on both sides, no
recovery area, 72 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
8/30/23
204 627627
UNIVERSITY AVENUE
Whitney Ranch Parkway to Ranch View Drive
DESCRIPTION/LOCATION
University Avenue is a minor arterial that runs north-south between Whitney Ranch Parkway and Ranch View Drive. There are two travel lanes divided by a painted double yellow roadway stripe and a bike lane on the east side of the northbound lane.
There is no recovery area on University Avenue. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.
COLLISIONS
Accident records show that there were three collisions on University Avenue from 2020 to 2022.
Those collisions occurred in 2022.
SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on University Avenue is 42 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
205
628628
Road Name:
University Ave
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Whitney Ranch Pkwy. to Ranch View Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
30 4
Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
3286
X
42 Class II bikeway on east side of road.
33-42
35 2020 2021 2022
0 0 3
University Ave
W
hitney Ranch PkwyRES
1239
!"$
RES
RES
!"$
RES
OPEN
SPACE
OPEN
SPACE
1239
Ranch View Dr
206
629629
VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 1 1
52 0
51 1 1
50 0
49 0
48 0
47 1 1
46 1 1 2
45 1 1 2
44 1 1 1 3
43 1 1 1 1 4
42 1 1 1 1 1 1 1 1 1 1 1 1 12
41 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
40 1 1 1 1 1 1 1 1 1 1 1 1 12
39 1 1 1 1 1 1 1 7
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 8
36 1 1 1 1 1 1 1 1 8
35 1 1 1 3
34 1 1 1 3
33 1 1 1 1 1 5
32 1 1 2
31 1 1
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
Resolution # Adopted:
TOTAL 0 0 3
ROADWAY CONDITIONS
2 travel lanes, painted double
yellow centerline, bike lane on
one side, no recovery area, 30
feet wide
INJURY 0 0 0
FATAL 0 0 1
ACCIDENT HISTORY
YEAR 2020 2021 2022
PDO 0 0 2
Average: 39 MPH
Pace: 33-42 MPH
SPEED DATA
Posted: 35 MPH
85th %: 42 MPH
Weather: Sunny Observer: Jose
Date: 11/17/2022 Day: Thursday
Length: 0.44 Miles Direction: Both
Time: 2:30pm - 3:00pm
Street: University Avenue Location: Street Light #11470 Segment: Whitney Ranch Parkway - Ranch View Drive
8/30/23
207
630630
WE
ST OAKS BOULEVARD
Lonetree Boulevard to Sunset Boulevard
D
ESCRIPTION/LOCATION
W
est Oaks Boulevard is an minor arterial roadway that provides access to a park, high density housing and multiple retailers . It has a combination of a raised median and a two-way left turn lane along with a class II bike lane on both sides of the roadway for its entire length. This segment serves a park, high density housing and multiple retailers.
T
here is no recovery area on West Oaks Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
C
OLLISIONS
T
here have been twelve collisions on West Oaks Blvd. from 20 15 to 2017. There were four collisions in 2015, six in 2016, and two in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Sunset Blvd. is 48 MPH. It is recommended that the speed limit remains at 45 MPH in accordance with section 21400(b) of th e California Vehicle Code.
208
631631
Road Name:
West Oaks Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Lonetree Blvd. to Sunset Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
44'
2 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123; X
X
X
X
X
3678
X
48 Class II bikeway on both sides of road.
36 - 45
45 2015 2016 2017
4 6 2
Lonetree Blvd
West Oaks Blvd Sunset Blvd
COM
COM
OPEN
SPACEOPEN
SPACEPARKPARK
CHURCH
OPEN
SPACE
123; 123;
COMCOM
209
632632
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 1 1 2
54 1 1
53 1 1
52 1 1
51 1 1
50 1 1 1 1 4
49 1 1 1 1 4
48 1 1 2
47 1 1 1 1 1 5
46 1 1
45 1 1 1 1 1 1 1 1 1 9
44 1 1 1 1 1 1 1 7
43 1 1 1 1 1 1 1 7
42 1 1 1 1 1 1 6
41 1 1 1 1 1 1 1 1 8
40 1 1 1 1 1 1 1 1 1 9
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 6
37 1 1 1 1 1 1 6
36 1 1 1 1 1 5
35 1 1 1 3
34 1 1
33 0
32 1 1 1 3
31 1 1
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Segment: Lone Tree - Sunset
Weather: Sunny Observer:
Street: West Oaks Location:
Length: .5 Miles Direction: Both
Date:
05/01/2018
Day: Tuesday Time:
1:37pm - 2:09pm
Jordan
SPEED DATA
85th %: 48 MPH
Posted: 45 MPH
Average: 42 MPH
Pace: 36 - 45 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 3 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 4 6 2
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes, painted median
(2 way left turn), bike lanes on
both sides, no recovery area,
44 feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 Lonetree Park
210
633633
WEST OAKS BOULEVARD
Sunset Boulevard to West Stanford Ranch Road
DESCRIPTION/LOCATION
West Oaks Boulevard is a minor arterial roadway that provides access to a mix of residential and commercial areas in the northwest part of the city. It has a combination of a raised median and a two-way left turn lane in addition to a class II bike lane on both sides of the roadway for its entire length. At the intersection West Oak Boulevard and Sunset Boulevard the road provides access to a major STAA. There is consistent tractor/trailer and other commercial vehicle traffic entering and exiting the facility at low speeds.
There is no recovery area on West Oaks Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
COLLISIONS
There have been fourteen collisions on West Oaks Blvd. from 20 15 to 2017. There were five collisions in 2015, six in 2016, and three in 2017.
SURVEY RESULTS/RECOMMENDATION
The 85
th percentile of speed on Sunset Blvd. is 52 MPH. It is recommended that the speed limit remains at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
211
634634
Road Name:
West Oaks Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Sunset Blvd. to West Stanford Ranch Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
74'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
6951
X
52 Class II bikeway on both sides of road.
42 - 51
45 2015 2016 2017
5 6 3
Sunset Blvd
West Stanford
Ranch Rd
Stanford Ranch Rd
Jersey Dr
Harvest Rd
West Oaks Blvd
123;
IND
COM
COM
OPEN
SPACE OPEN
SPACE
OPEN
OPEN
RES
RES
RES
123;
123;
123;
123;123;
X
212
635635
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
1 1
0 60 0
59 0
58 1 1
57 1 1
56 1 1 2
55 1 1 2
54 1 1 2
53 1 1 1 1 1 5
52 1 1 1 1 1 1 1 1 8
51 1 1 1 1 1 1 6
50 1 1 1 1 1 1 1 7
49 1 1 1 1 4
48 1 1 1 1 1 1 1 1 1 9
47 1 1 1 1 1 1 1 1 8
46 1 1 1 1 1 1 1 1 8
45 1 1 1 1 1 1 1 1 1 1 1 11
44 1 1 1 1 1 5
43 1 1 1 1 1 1 1 7
42 1 1 1 1 1 1 6
41 1 1 2
40 1 1 2
39 1 1 1 3
38 1 1
37 1 1
36 0
35 1 1
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Streetlight #1274
Segment: Sunset - West Stanford Ranch
Weather: Sunny Observer:
Street: West Oaks Location:
Length: .78 Miles Direction: Both
Date:
05/01/2018
Day: Tuesday Time:
2:12pm - 2:34pm
Jordan
SPEED DATA
85th %: 52 MPH
Posted: 45 MPH
Average: 47 MPH
Pace: 42 - 51 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 3 1 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 5 6 3
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, landscape
median, bike lanes on both
sides, no recovery area, 77 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 213
636636
W
EST OAKS BOULEVARD
Stanford Ranch Road to Hunter Drive
D
ESCRIPTION/LOCATION
W
est Oaks Boulevard is a minor arterial roadway which provides access to medium density residences. It has a combination of a raised median and a two-way left turn lane in addition to a class II bike lane on both sides of the roadway for its entire length.
Between Ridge Gate Court and Talon Drive, the northbound segment merges into a single lane.
T
here is no recovery area on West Oaks Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.
C
OLLISIONS
T
here have been two collisions on West Oaks Blvd. from 20 15 to 2017. There was one collision in 2015, one in 2016, and zero in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on West Oaks Blvd. is 44 MPH. It is recommended that the speed limit remains at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
214
637637
Road Name:
West Oaks Blvd.
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Stanford Ranch Rd. to Hunter Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
76'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:
X
X
X
X
3649
44 Class II bikeway on both sides of road.
37 - 46
40 2015 2016 2017
1 1 0
West Stanford
Ranch Rd
Stanford Ranch Rd
Ridge Gate Ct Poppy Dr
Talon Rd
Hunter Ct
Hunter Dr
Kendall Dr
Holly Dr
West Oaks Blvd
123:
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
RES
RES
RESRES
RES
RES
RES
RES
123:
123:
215
638638
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 1 1
52 0
51 1 1
50 0
49 1 1
48 1 1 2
47 1 1
46 1 1 1 1 1 1 1 1 8
45 1 1 2
44 1 1 1 1 1 5
43 1 1 1 1 1 5
42 1 1 1 1 1 1 1 7
41 1 1 1 1 1 1 1 1 8
40 1 1 1 1 1 1 1 1 1 1 1 1 1 13
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
37 1 1 1 1 1 1 1 7
36 1 1 1 1 4
35 1 1 1 1 1 5
34 1 1 2
33 1 1 1 1 4
32 1 1 1 3
31 1 1
30 1 1
29 1 1
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
107
DATE
City Engineer
Streetlight #2718
Segment: Stanford Ranch - Hunter
Weather: Sunny Observer:
Street: West Oaks Location:
Length: .31 Miles Direction: Both
Date:
05/01/2018
Day: Tuesday Time:
2:44pm - 3:12pm
Jordan
SPEED DATA
85th %: 44 MPH
Posted: 40 MPH
Average: 40 MPH
Pace: 37 - 46 MPH
ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 1 0
Resolution # Adopted:
ROADWAY CONDITIONS
4 travel lanes, landscape
median, bike lanes on both
sides, no recovery area, 77 feet
wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 216
639639
W
EST OAKS BOULEVARD
Hunter Drive to Painted Pony Lane
D
ESCRIPTION/LOCATION
W
est Oaks Boulevard is a minor arterial roadway that has one lane in each direction and provides access to medium density housing and school. This segm ent has a vertical curve and a combination of a raised median and a two-way left turn lane.
W
est Oaks Boulevard is bound by curb, gutter and sidewalk on the east side but not on the west side.
C
OLLISIONS
T
here have been three collisions on West Oaks Blvd. from 20 15 to 2017. There was one collision in 2015, two in 2016, and zero in 2017.
SURV
EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on West Oaks Blvd. is 42 MPH. It is recommended that the speed limit remains at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
217
640640
Hunter Dr
Painted Pony Ln
Stanford Ranch Rd
Whitney Ranch Pkwy
Road Name:
West Oaks Blvd
Strip Map
NOT TO SCALE
Legend:
Collision History:
Comments:
Roadside Conditions:
Hunter Dr. to Painted Pony Ln
q
School
Residence
Business
Park
Open Space
Bikeway2
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
34'
2 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
3649
X
42 Class II bikeway on both sides of road.
31 - 40
35 2015 2016 2017
1 0
West Oaks BlvdRES
RES
RES
RES
RES
!"$
218
641641
SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 1 1
57 0
56 0
55 0
54 0
53 1 1
52 0
51 0
50 1 1
49 0
48 0
47 1 1
46 1 1
45 1 1 1 3
44 1 1 1 3
43 1 1 1 3
42 1 1 2
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 1 1 1 1 10
39 1 1 1 3
38 1 1 1 1 4
37 1 1 1 1 1 1 1 1 1 1 1 1 1 13
36 1 1 1 1 1 1 1 1 1 1 1 11
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 5
33 1 1 1 1 1 1 6
32 1 1 1 1 1 5
31 1 1 1 1 4
30 1 1 1 3
29 1 1
28 1 1
27 1 1 2
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Resolution # Adopted:
ROADWAY CONDITIONS
2 travel lanes landscape
median, no bike lanes, no
parking, no recovery area, 62
feet wide
Total Number of Vehicles:
DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 1 2 0
PDO 0 0 0
INJURY 0 0 0
ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 37 MPH
Pace: 31 - 40 MPH
85th %: 42 MPH
Posted: 35 MPH
Thursday Time:
9:35am - 10:35am
Ali/Long
SPEED DATA
Trailhead before Whitney Ranch
Segment: Hunter - Painted Pony
Weather: Sunny Observer:
Street: West Oaks Location:
Length: 0.56 Miles Direction: both
Date:
06/28/2018
Day:
9/26/18
1106 11/23/18
35 219
642642
W
EST RANCH VIEW DRIVE
Wildcat Boulevard to End
D
ESCRIPTION/LOCATION
W
est Ranch View Drive is a 46 foot wide local road that collects traffic from the nearby City of Lincoln, Whitney High School, offices, and various classes of residential housing.
Land use a djacent to this road segment includes Professional Office, High Density Residential, and Mixed Use. It is approximately 0.35 miles long, with a single 3 -way stop controlled intersection at University Avenue. On both sides of this road, there are 5 foot bike lanes, and parking is not permitted.