B-18. Execution of Contract
The successful bidder will be notified in writing by the City of the award of the Contract within ninety (90) days after opening of Bids. Accompanying the City’s Notice of Award will be the Contract, in triplicate, which the successful bidder will be required to execute and return, together with the Performance and Payment Bonds, and the required certificates and policies of insurance together with the required endorsements thereto (or equivalent) for the Contractor and the workers’ compensation certificate (see Section 22-C of the Agreement or Exhibit “D”), to the City within ten (10) days following receipt of such Notice of Award. Failure to do so shall be just cause for annulment of the award and for forfeiture of the Bid Bond which shall be retained as liquidated damages, and it is agreed that the bond sum is a fair estimate of the amount of damages that the City will sustain by reason of such failure. The City will promptly determine whether such Contract, Bonds and insurance are as required by the Contract Documents, and upon such determination will forward a fully executed copy of the Contract and a Notice to Proceed with the work to the successful bidder. Signature by both parties constitutes execution of the Contract. In the event of failure of the lowest responsible bidder to sign and return the Contract with acceptable Bonds and insurance as prescribed herein, the City may award the Contract to the next lowest responsible bidder, and, in the event that bidder fails to sign and return the Contract with acceptable Bonds and insurance, the City may award the Contract to the then next lowest responsible bidder, etc.
B-19. Return of Bid Securities
All Bid Securities will be held until the Contract has been finally executed, after which all Bid Securities, other than any Securities which have been forfeited, will be returned to the respective bidders.
B-20. Power of Attorney
The Attorney-in-Fact (resident agent) who executes the Performance Bond and Payment Bond on behalf of the surety company must attach a copy of his Power of Attorney as evidence of his authority. A notary shall acknowledge the power as of the date of the execution of the surety bond which it covers.
B-21. Time of Completion and Liquidated Damages
The Contractor shall begin work after the contract has been approved by the City Attorney and only after written notice to proceed with work has been issued by the City. The Contractor shall then have ten (10) calendar days after receipt of written notice to proceed to begin work. The counting of contract days will begin ten (10) calendar days from the time the Contractor receives the Notice to Proceed or when Contractor starts work, whichever comes first. 643
13 The time of completion of the work to be performed hereunder is the essence of this Contract.
Delays and extensions of time may be allowed in accordance with the provisions of the Agreement for Construction Services.
This work shall be diligently prosecuted before the expiration of Twenty-Nine (29) working days.
All work shall be completed at least one day before Halloween, if not sooner (all pavement work must be completed by October 30th).
The Contractor shall pay to the City of Eastvale the sum of $1,500 per day, for each and every calendar day's delay in finishing the work in excess of the number of working days prescribed above.
B-22. Licensing Requirements for Contractors
All bidders, including general contractors and specialty contractors, shall hold such licenses as may be required by the laws of the State of California for the performance of the work specified in the Contract Documents.
Effective April 1, 2015, Contractors and subcontractors bidding and performing work on public works project must register on an annual basis with Department of Industrial Relations (DIR). A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.
B-23. Escrow of Bid Documents
Upon award of the job to the successful bidder, and at the time of execution of this Contract, Contractor shall present all documentation used by the successful bidder in arriving at the bid upon which the Contract was awarded (“Bid Documentation”) to the City Engineer’s office. Such documentation shall be presented in a sealed envelope or box. Notice to Proceed will not be granted until City receives notice that such documentation has been received. This Bid Documentation shall include, but not be limit ed to any documents, pictures, or writings which relate to, arise out of, or constitute in any way notes, memoranda, phone logs, subcontractor and materialmen estimates, computations, or the like used by, complied by, or drafted by the successful bidder or its agents in arriving at its bid for the Project.
B-24. Preconstruction Conference
A preconstruction conference will be convened after the Contractor has delivered the necessary bonds, insurance certificates and signed agreement in proper form as required in the invitation to bid, bid proposal and general conditions of these specifications. Prior to any work, the Contractor shall provide the City Engineer with a list of key personnel assigned to the project and the 644
14 telephone numbers where they may be reached at any time. The list shall be made available in sufficient copies and presented at the preconstruction conference. 645
15 SECTION C. BIDDER’S PROPOSAL
BIDDER SHALL SUBMIT ALL FORMS UNDER SECTION C. BIDDER’S PROPOSAL AS PART OF THE BID. FAILURE TO DO SO WILL RESULT IN A NON-RESPONSIVE BID.
For the: 2025 Residential Slurry Seal Project, Project# 94001 From:
NAME OF BIDDER
________________________________________________________________ BUSINESS P.O. BOX ______________________________________________________________ CITY, STATE, ZIP _________________________________________________________________ BUSINESS STREET ADDRESS ___________________________________________________ (Please include even if P.O. Box used)
CITY, STATE, ZIP _________________________________________________________________ TELEPHONE NO: AREA CODE ( ) __________________________________________ DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) No. _______________________ Proposal To: The Honorable Mayor and City Council
City of Eastvale
Eastvale, California
The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and other contract documents, together with all Addenda issued by the City of Eastva le, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby proposed and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a base bid total of:
$
Words Figures
Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and 646
16 other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work.
If the contract is awarded, the undersigned agrees to enter into a contract with the City of Eastvale and to commence work within ten (10) calendar days from the date of issuance of the Notice to Proceed and to diligently prosecute the work to completion before the expiration of Twenty–Nine (29) Working Days.
All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of bids. It is understood that the City does not expressly, nor by implication, a gree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer.
It is also understood by Bidder that the City of Eastvale has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected, then any check or cashier's check shall be returned to the undersigned within thirty (30) days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to enter into a contract within fifteen (15) days after the agreement is delivered to him for signature, or within such further time as may be granted by the Members of the City Council, then said check shall be cashed or said bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest bid who will execute a contract shall be paid into the treasury of the City of City of Eastvale as liquidated damages for the failure of the undersigned to comply with the terms of this proposal.
Accompanying this proposal is ____________________________________ (Insert "$___________ cash," cashier's check, certified check or bidder's bond forms included in these Contract Documents, as the case may be), in an amount equal to at least ten percent (10%) of the total bid.
The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned:
..............
NOTICE - If bidder or other interested person is a corporation, state legal name of corporation, also names of the president, secretary, treasurer, and manager thereof; if a copartnership, state 647
17 true name of firm, also names of all individual copartners composing firm; if bidder or other interested person is an individual, state first and last names in full.
Licensed in accordance with an act providing for the registration of contractors:
License No. _________________ Classification(s) .
ADDENDA - This Proposal is submitted with respect to the changes to the contract included in addenda number/s:
(Fill in addenda numbers if addenda have been received and insert, in this Proposal, any Engineer's Estimate sheets that were received as part of the addenda.)
By my signature on this proposal I certify, under penalty of perjury under the laws of the State of California, that the foregoing questionnaire and statements of Public Contract Code Sections 10162, 10232 and 10285.1 are true and correct and that the bidder has complied with the requirements of Section 8103 of the Fair Employment and Housing Commission Regulations (Chapter 5, Title 2 of the California Administrative Code). By my signature on this proposal I further certify, under penalty of perjury under t he laws of the State of California and the United States of America, that the Noncollusion Affidavit required by Title 23 United States Code, Section 112 and Public Contract Code Section 7106; are true and correct.
Date:
_________________________________
Signature and Title of Bidder
Signatures shall be notarized
Business Address
______________________________________________________
Place of Business ______________________________________________________ Place of Residence _____________________________________________________ Sign
Here
648
18 BID SCHEDULE
The following quantities are approximate only and are given for the purpose of comparing proposals.
The City does not expressly or by implication agree that the actual amount of work will correspond with quantities given herein but reserves the right to increase or decrease the amount of any class or portion as deemed necessary or advisable by the City Engineer. Payment will be based upon the actual quantities installed or constructed, unless otherwise specified. 2025 Residential Slurry Seal Project
Project# 94001
(Base Bid)
Item
No. Description Units Est. Quantity Unit
Price Total Price
1 Mobilization LS 1
2 Water Pollution Control Program
Plan LS 1
3 Traffic Control System LS 1
4 Public Notification LS 1
5 Asphalt Rubber Aggregate
Membrane (ARAM) SF 306,648
6 Rubberized Emulsion Aggregate
Slurry (REAS) Type II over ARAM SF 306,348
7 1.5” Cold Milling at Cul-de-Sac TON 186
8 1.5” AC Overlay at Cul-de-Sac TON 186
9 Rubberized Emulsion Aggregate
Slurry (REAS) Type II SF 906,037
10 Base Repair – Remove Existing
Pavement and Construct Full Depth
AC, B2-PG 64-10 (5” depth)
SF 14,976
11 Crack Seal LS 1
12 Traffic Striping and Pavement
Marking LS 1
649
19 13 Pavement Markers – Blue LS 1
14 Remove and Reconstruct Curb
Ramps EA 7
15 Retrofit Truncated Domes on
Existing Surfaces EA 25
16 Monument Preservation LS 1
TO TAL BASE BID:
650
20 2025 RESIDENTIAL SLURRY SEAL PROJECT #94001
ALTERNATE BID (CONCRETE)
Item
No.
Description Units Est. Quantity Unit Price
1 Remove and Replace
Sidewalk Section 4" Thick Per Riverside
County Standard 400
SF 101 UP TO 500
2 SF 501 UP TO 1000
3 SF 1001 UP TO
2000
4 Remove and Replace
"A-6" Curb & Gutter Per Riverside County
Standard 200
LF UP TO 100
5 LF 101 UP TO 500
6 LF >500
7 Remove and Replace
Curb Only Per Riverside County Standard
200
LF UP TO 100
8 LF 101 UP TO 500
9 LF >500
10 Remove and Replace
Curb Only Per Riverside County Standard
201
LF UP TO 100
11 LF 101 UP TO 500
12 LF >500
13 Install "D-1" type Curb Only Per Riverside
County Standard 203
LF UP TO 100
14 LF 101 UP TO 500
15 LF >500
16 Provide and Install Base (CMB) TON <5
17 TON >5
18 Sidewalk Grinding
LF UP TO 100
19 LF 101 TO 500
20 LF >500
18 Curb Ramps
EA 1 TO 5
19 EA 5 TO 10
20 EA >10
21 SF 101 TO 500
22 Cross Gutter SF 501 TO 1000
23 SF
21 EA 1 TO 5
22 Adjust Water Valve Frame and Cover to
Grade
EA 5 TO 10
23 EA >10
1001 UP TO 2000
651
21 2025 RESIDENTIAL SLURRY SEAL PROJECT #94001
ALTERNATE BID (ASPHALT)
Item
No.
Description Units Est. Quantity Unit Price
1 Remove and Replace Asphalt Section Up
To 5" Thick ( 2" Surface Course over 3"
Base Course)
SF UP TO 500
2 SF 501 TO 2000
3 SF >2000
4 Remove and Replace Asphalt Section Up
To 6" Thick ( 2" Surface Course over 4"
Base Course)
SF UP TO 500
5 SF 501 TO 2000
6 SF >2000
7 Grind and Overlay 2" with Conventional
Asphalt (1/2")
SF UP TO 500
8 SF 501 TO 2000
9 SF >2000
10 EA 1 TO 5
11 Traffic Loop Detectors EA 5 TO 10
12 EA >10
13 Provide and Install Base (CAB) TON <5
14 TON >5
Please N
ote:
Alternate bid items are for bidding purposes only. Those items and quantities may or may not be used, at the discretion of the City Engineer. The City Engineer shall determine the exact locations and quantities, if any, where the above quantities will be needed. Items shown in the Alternate bid will not be used in the determination of the lowest base bid for the project and shall not be used to determine the lowest responsible bidder . The award of contract shall be made to the lowest, responsible bidder submitting the lowest, responsive bid for the total of base bid items. _________________________________________________________$______________________
BASE BID
TOTAL (Words) (Figures) ....... 652
22 BID BOND
We, ________________________________________________________________ as Principal, and _______________________________________________________________ as Surety are bound unto the City/County of _________, State of California, hereafter referred to as "Obligee", in the penal sum of ten percent (10%) of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we bind ourselves, jointly and severally, T
HE CONDITION OF THIS OBLIGATION IS SUCH, THAT:
W
HEREAS, the Principal is submitted to the Obligee, for ___________________________________ ___________________________________________________________________________________ (Copy here the exact description of work, including location as it appears on the proposal) ___________________________________________________________________________________ for which bids are to be opened at _____________________ on _______________________________ (Insert place where bids will be opened) (Insert date of bid opening) N
OW, THEREFORE, if the Principal is awarded the contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him for signature, enters into a written contract, in the prescribed form, in conformance with the bid, and files two bonds with the Obligee, one to guarantee faithful performance of the contract and the other to guarantee payment for labor and materials as provided by law, then this obligation shall be null and void; otherwise, it shall remain in full force.
I
n the event suit is brought upon this bond by the Obligee and judgment is recovered, the Surety shall pay all costs incurred by the Obligee in such suit, including a reasonable attorney's fee to be fixed by the court.
D
ated: __________________________ , 2025
________________________________ ________________
________________________________ ________________
Principal
________________________________ ________________
Surety
By _____________________________________________
Attorney-in-fact
All Signatures above needs to be NOTARIZED and submitted with Bid Bond
CERTIFICATE OF ACKNOWLEDGEMENT
S
tate of California
City/County of ___________________________________________ SS On
this _______ day of _______________________________________________________ in the year 20 ____ before me __________________________________________ , personally appeared _________________________________________ , Attorney-in-fact
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/ their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument . I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. (
SEAL) ________________________________________________________ Notary Public
653
23 NON-COLLUSION AFFIDAVIT
To the CITY OF EASTVALE
I
n conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid . The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Note: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit.
B
idders are cautioned that making a false certification may subject the certifier to criminal prosecution. 654
24 EXPERIENCE/QUALIFICATIONS STATEMENT
The bidder has been engaged in the contracting business, under the present business name for ____________ ye
ars. Experience in work of a nature similar to that covered in the proposal extends over a period of ____________ years.
The bidder, as a Contractor, has never failed to satisfactorily complete a Contract awarded to him, except as follows:
The following contracts have been satisfactorily completed in the last three (3) years for the persons, firm or authority indicated, and to whom reference is made:
Year Type of Work Contract Amount Owner/Agency for Whom Work was Performed
T
he following is a list of plant and equipment owned by the bidder, which is definitely available for use on the proposed work as required.
Quantity Name, Type and Capacity Condition Location
655
25 DESIGNATION OF SUBCONTRACTORS
The Bidder shall list the name, address and license number of each subcontractor to whom the B
idder proposes to subcontract portions of the work. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub- contractor is not listed will be performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general contractor only.
Subcontractor Name:
Address:
License No. and Class:
DIR No.
Dollar Value and Percent of Total Contract:
Specific Items of Work:
Subcontractor Name:
Address:
License No. and Class:
DIR No.
Dollar Value and Percent of Total Contract:
Specific Items of Work:
Subcontractor Name:
Address:
License No. and Class:
DIR No.
Dollar Value and Percent of Total Contract:
Specific Items of Work:
656
26 P
UBLIC CONTRACT CODE
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In conformance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has ___ , has not ___ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.
N
ote: The bidder must place a checkmark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
I
n conformance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Y
es _____ No _____
I
f the answer is yes, explain the circumstances in the following space. 657
27 PUBLIC CONTRACT CODE 10232 STATEMENT
In conformance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two-year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board.
N
ote: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 658
28 SECTION D. TECHNICAL SPECIFICATIONS
T
he work for which this proposal is submitted is for construction in conformance Technical Specifications described below, including any addenda thereto, the contract annexed hereto, and also in conformance with the “Standard Specifications for Public Works Construction, 2018 Edition” (Standard Specifications), any referenced Special Provisions, Riverside County Transportation Department Improvement Standards and Specifications, latest edition, and subsequent amendments, and the California Department of Transportation Standard Plans and Specifications, 2018 Edition (State Standard).
1. EX
ISTING FACILITIES
Where excavations are performed in the vicinity of underground utility services, the Contractor shall, as necessary, perform initial exploratory excavations to determine their exact location.
Extreme care shall be exercised by the Contractor to avoid damage to utility services and to coordinate the work with utility agencies. It shall be the Contractor’s responsibility to have repairs made to existing facilities in the event of damage. The costs of all such repairs are the Contractor’s responsibility.
T
he Contractor shall notify Dig Alert at 811 forty-eight (48) hours prior to the start of any work.
T
his project may include work on streets with mature trees adjacent to the roadway. In some locations, the tree canopy may extend over the roadway. It is the responsibility of the Contractor to conduct construction operations around said tree canopy such that the work is accomplished without damaging or injuring tree or tree limbs in any way.
Mea
surement and Payment
Full compensation for EXISTING FACILITIES , as specified herein, shall be considered as included in the prices paid for the various items of work involved and no additional compensation will be made therefore.
2. M
OBILIZATION
Mobilization shall be accomplished in accordance with the provisions set forth in Section 2- 4, "Contract Bonds", and Section 9- 3.4, "Mobilization" of the Standard Specifications, except as modified and supplemented below:
T
he Scope of Work under this Item shall include all the incidental work items and costs necessary for mobilizing and demobilizing the contract work effort, personnel, equipment, etc.; obtaining all necessary Bonds and Certificates of Insurance; miscellaneous management and overhead costs; miscellaneous site preparation, and cleanup as necessary; and any other miscellaneous work costs not classifiable under the other Bid Item numbers.
T
he cost of bonds, insurance, move in and move out costs, preparation and submission of submittals, obtaining encroachment permits, and miscellaneous incidental costs, shall be included in the Bid Item. No work shall be started without prior approval of t he submittals. Failure to comply with the preceding requirement will be sufficient ground for the City Inspector to stop all 659
29 work on the project until the requirements are met.
S
anitary facilities shall be supplied and maintained by the Contractor for the duration of the contract work.
Mea
surement and Payment
Payment for Mobilization shall be at the price bid per Lump Sum (LS) and shall be considered full compensation for doing all work as specified herein and no additional compensation will be allowed therefore. Seventy five percent (75%) of the lump sum amount will be eligible for inclusion in the first progress payment, with the remaining twenty five percent (25%) not eligible for inclusion until one hundred percent (100%) of the work has been completed and if progress of the work is satisfactory.
3. W
ATER POLLUTION CONTROL PROGRAM
As part of the Contractor’s Water Pollution Control Program, the Contractor shall submit a Stormwater Pollution Prevention Plan (SWPPP), conforming to “The Construction Site Best Management Practices (BMPs) Manual" and the "Stormwater Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP) Preparation Manual" for the State of California, for review and acceptance at least five (5) working days prior to the pre-construction conference. The Contractor shall revise the SWPPP as indicated by the City.
I
n the event that the project is not completed due to the weather, the City Engineer will notify the Contractor to cease operations. After notification, the Contractor shall cease operations as indicated in the notification and winterize the project as specified in the Contractor’s SWPPP and to the satisfaction of the City Engineer. When weather permits, the City Engineer will notify the Contractor to resume operations. After notification, the Contractor shall resume operations within ten (10) calendar days and diligently complete the Contract. The Contractor shall not make any claim nor receive compensation for anticipated profits, loss of profits, damages, or any extra payment due to the work stoppage ordered by the City Engineer due to inclement weather.
Mea
surement and Payment
The contract L ump Sum (LS) price paid for Water Pollution Control Program Plan shall include full compensation for ceasing operations, mobilization, performing all work items as contained in the SWPPP and conforming to the requirements of this section and no additional compensation will be allowed therefore.
4. CO
NTROL OF MATERIALS
The Contractor shall comply with the requirements as set forth in Section 4, “Control of Materials” of the Standard Specifications.
A
ll materials required to complete the work under this contract shall be produced or furnished, delivered, and installed by the Contractor unless otherwise specified in these specifications. The Contractor shall be responsible for controlling the quality of materials entering the work and of the work performed.
T
he Contractor is responsible for the costs and making all the arrangements to stockpile and store materials and/or equipment as work is performed. The City Engineer shall approve the duration 660
30 and location of all temporary stockpiles and storage location for the Contractor’s material and/or e
quipment within the right of way. The Contractor shall immediately comply with the City Engineer’s instructions regarding any stockpile or storage locations to the satisfaction of the City Engineer.
Mea
surement and Payment
Full compensation for Control of Materials for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.
5. PROGRESS SCHEDULE
Progress schedules shall conform to Section 6 “Prosecution, Progress, And Acceptance of the Work” of the Standard Specifications.
D
uring the duration of the contract, on or before the first calendar day of each month, the Contractor shall submit a complete, updated progress schedule to the Engineer. Updated progress schedules shall incorporate all current schedule information, actual progress, approved adjustments of time, and proposed changes in sequence and logic.
T
he Contractor shall also submit, on a weekly basis, a three-week rolling schedule. The three-week rolling schedule shall be submitted on the first day of the work week or as indicated by the Engineer at the Pre- construction Conference. The weekly schedule shall include location of work areas proposed and work activity included that week and other pertinent information as requested by the Engineer.
W
hen preparing the progress schedule, the Contractor shall accommodate school sites, businesses and the public within the work areas. See Traffic Control section for more details.
Mea
surement and Payment
Full compensation for Progress Schedules, as specified herein, shall be considered as included in the prices paid for the various items of and no additional compensation shall be made.
6. I
NCLEMENT WEATHER PROTECTION
Contractor is directed to the “Water Pollution Control Program” section found elsewhere in these specifications.
I
n the event that the Contractor's work is suspended due to inclement weather for a period exceeding seven (7) calendar days, all sections of asphalt concrete for any dig outs or similar work where asphalt concrete has been removed, shall be backfilled with aggregate base or asphalt concrete to match the existing conditions grade. Compaction shall be a minimum of ninety percent (90%), and shall be placed in such a manner as to minimize the amount of standing water in the removed gutter sections and thereby reducing water infiltration into the road base. Driveway areas shall also be covered with trench plating. A reas that have been backfilled with aggregate base or asphalt concrete shall be protected as specified in the Contractor's WPCP. Upon resumption of work, the excess compacted aggregate base or asphalt concrete shall be removed with the remaining aggregate base recompacted and tested prior to curb and gutter installation. 661
31 Measurement and Payment
F
ull compensation for ceasing operations (demobilization), providing and maintaining drainage inlet protection, performing various items within the Contractor's Water Pollution Control Program or as specified herein, and resuming operations (mobilization) after inclement weather shall be considered as included in the prices paid for the various items of work, no additional compensation shall be made.
C
ompensation for furnishing, placing, and removing aggregate base for inclement weather protection shall be considered as included in the prices paid for the various items of work and no additional compensation shall be made.
7. UNI
T PRICE CONTRACT
Payment for all work bid at a price per unit of measurement will be based upon the actual quantities of work as measured upon completion. The Estimated Quantities provided in the Bid Documents are for comparative bidding only. The City does not express or imply that the actual amount of work or materials will correspond to the Estimated Quantities. The City reserves the right to increase or decrease the amount of any class or portion of the Work, or to omit portions of the Work, as may be deemed necessary or advisable in the sole discretion of the City.
8. E
XISTING HIGHWAY FACILITIES AND PRESERVATION OF PROPERTY The Contractor's attention is directed to Section 15, "Existing Facilities," of the State Standard. It shall be the responsibility of the Contractor to protect existing curb, gutter, culverts, signs, traffic signal detectors, and other roadway appurtenances not scheduled for removal under this contract while performing work under the Contract. Facilities damaged due to the Contractor's operations shall be repaired or replaced as directed by the City Engineer by the Contractor at his sole expense.
Facilities damaged due to the Contractor’s operations shall be repaired or replaced as directed by the Engineer at the Contractor’s sole expense.
I
n the event that a sign is knocked down, the Contractor shall immediately notify the Engineer and replace the sign within 48 hours or as determined by the Engineer. Regulatory Signs (Black on White Signs) shall be immediately replaced. Interruptions to the Traffic Signa l shall be notified immediately, within one (1) hour, to the Engineer or contact (951) 232- 7293 after business hours and on weekends. Costs incurred due to Contractor’s negligence shall be paid for at Contractors sole expense.
E
xisting Trees - This project may include work on streets with mature trees adjacent to the roadway. In cases where the tree canopy extends over the roadway, it is the responsibility of the Contractor to conduct construction operations around said tree canopy such that the work is accomplished without damaging or injuring tree or tree limbs in any way. The Contractor may trim the trees in order to better facilitate construction operations. Any tree trimming must be approved by the Engineer at least four (4) working days prior to the planned work operation.
Advanced notices to adjacent property owners may be required as directed by the Engineer.
W
hen permitted by the Engineer, tree pruning shall be performed by a Certified Arborist and in accordance with “Pruning Standards,” published by the Western Chapter of the International Society of Arboriculture. The Arborist may be a person in the employment of the Contractor so long as the person has been certified by the Western Chapter of the International Society of 662
32 Arboriculture. The Certified Arborist shall be approved in advance by the Engineer, and all pr
uning shall be done in the presence of the Engineer.
O
verhead Utilities - This project includes work on streets with overhead utility and service lines.
There may be locations where utility and service lines may have minimal vertical clear distance or clearance above the existing elevations within the limits of work. It is the Contractor’s responsibility to conduct operations around the facilities such that the work is accomplished without damage to these facilities.
M
anhole and Utility Covers, Survey Monuments - Before paving operations, the Contractor shall submit to the Engineer an inventory of all survey monuments/spikes, manhole and utility covers and any other miscellaneous covers and lids located within the project limits. Construction shall not begin until the inventory list is submitted to the Engineer. All survey monuments/spikes shall be protected during construction and exposed after construction.
E
xisting Traffic Striping, Markings, and Markers – Existing traffic stripes and pavement markers that are outside the areas of the project limits that are to remain in place shall be protected from wheel marks and other damage by the Contractor. Damaged traffic stripes and pavement markers shall be cleaned or replaced as approved by the Engineer. The restoration of such objects will be at the Contractor’s expense and in conformance with “Traffic Striping and Pavement Marking” found elsewhere in these specifications.
T
he Contractor shall be responsible for limiting the "tracking" of material off of the project site.
The Contractor shall sweep the street and/or sidewalk to remove the material. The Contractor shall submit to the City Engineer the proposed haul route to each job site two (2) working days prior to starting work.
Mea
surement and Payment
Full compensation for Existing Highway Facilities and Preservation of Property, as specified herein, shall be considered as included in the prices paid for the various items of work and no additional compensation shall be made.
9. AE
STHETIC CLEAN UP
The Contractor is responsible for the timely removal of asphalt, concrete, dirt, and oil on gutters, sidewalks, driveways, roadways within and adjacent to the project limits, and haul route roadways that was tracked, sprayed, or deposited by his equipment or personnel under his control.
U
pon completion of all construction operations, all roadways within the project limits shall be cleaned by sweeping, flushing, power brooms, power blowers, or other means approved by the Engineer, to remove all dirt, foreign material including any paint markings. Haul routes shall be cleaned of materials tracked or deposited by the Contractor's equipment or personnel. All sanitary sewer and drainage facilities and their appurtenant structures constructed or modified under the contract shall be cleaned out. All materials and equipment in stockpile and storage locations shall be removed and the areas cleaned to the satisfaction of the Engineer.
Mea
surement and Payment
Full compensation for Aesthetic Clean-Up, as specified herein, shall be considered as included in the prices paid for by the various items of work and no additional compensation shall be made. 663
33 10. O
RDER OF WORK
The Contractor shall prepare a written schedule denoting locations and times of planned activities, and other impacts. The schedule for planned activities shall be submitted to the Engineer before or at the time of the pre-construction meeting. Contractor shall note that work shall not start unless a schedule has been submitted and accepted by the Engineer.
T
he Contractor must field verify all existing utilities, survey monument and shall submit the report to the Engineer prior to beginning work at each site.
A
ll pavement preparation including base repair to grade, shall be completed and in place prior to placing crack seal within the same street.
T
here is no waiting time for crack sealing to be performed prior to the placement of slurry seal, per the manufacturer's recommendation.
Measurement and Payment
Full compensation for Order of Work, as specified herein, shall be considered as included in the prices paid for by the various items of work and no additional compensation shall be made.
11. TRAFFIC CONTROL SYSTEM
Attention is directed to Section 7 -1.03, “Public Convenience,” of the State Specifications. The Contractor shall be responsible for the safety vehicular and pedestrian traffic within the project limits and on the approaches to the project.
T
raffic Control Plan - The Contractor shall submit Traffic Control Plans (TCP) conforming to Section 601, “Work Area Traffic Control,” of the Standard Specifications and these provisions developed for the Project to assure that adequate consideration is given to the safety and convenience of motorists, bicyclists, pedestrians, and workers during construction. The TCP shall include all work within the City rights-of-way. Work shall not be allowed until the TCP has been reviewed and accepted by the Engineer. It is the Contractor’s responsibility to provide a qualified person to prepare the TCP. Contractor shall note that TCP may be required for individual work activity.
T
he TCP shall be submitted to the Engineer seven (7) calendar days prior to any work activity.
Under no circumstances shall any construction work affecting traffic be performed prior to the Engineer’s acceptance of the TCP and the installation of the required advisory signs.
T
he Contractor shall cooperate and allow City work crews to use the traffic control system when set up for the Contractor’s work as requested by the Engineer.
H
ours of Work and Lane Closures - The Contractor shall notify and coordinate with the fire department, highway patrol, police, schools, Transit, Solid Waste, post office, and other agencies as required as to the road closure and the expected duration.
S
pecial considerations shall be taken to implement the traffic control plan. The hours of work and traffic lane closures shall be as follows unless approved by the Engineer. Lane closure shall not be 664
34 allowed without proper advances warning devices, signing, and flagmen control in conformance w
ith the State Specifications and these specifications.
F
or all streets, unless noted elsewhere, the hours of work and lane closures shall be as follows unless approved by the Engineer:
• No work shall be performed on Saturday, Sundays, or legal holidays. • Hours of construction are between 8:00 am – 5:00 pm.
• No lane of traffic shall be closed to the public prior to 8:30 a.m. and all lanes shall be open to traffic by 3:30 p.m.
• Generally, one of the traffic lanes in each direction of an existing four lane road, and one of the lanes of an existing two lane road can be closed to perform the required work.
• Lanes of traffic shall have a minimum width of 10 feet. • Where roads will have complete closures for the slurry seal work, Contractor shall prepare maps indicating where, dates and receive approval from the City prior to complete closures. The preparation of Street closures shall consider minimizing long distance for residents to park or walk to their homes.
A
t the completion of the work shift, all existing lanes of traffic shall be maintained and opened to traffic. In order for lanes to be open for traffic by the time designated, Engineer may direct work activity to stop two to three (2 -3) hours in advance or earlier to accommodate hour restrictions.
The Contractor shall pay liquidated damages of $500.00 per ½ hour or portion of ½ hour that a traveled lane remains closed after the time designated in these specifications due to the Contractor’s operations.
T
he Engineer reserves the right to modify Contractor’s scheduled locations for construction operations to accommodate access for businesses/residents.
T
he Contractor shall provide for the uninterrupted passage of emergency vehicles through the Work zone at all times regardless of the controlled traffic conditions in place at the time. The Contractor shall be responsible for maintaining local property access and access to existing public cross-streets within the limits of this contract. Where applicable, Contractor shall sand driveways and other areas as needed for traffic access. Wash sand shall be used for sanding and shall be mechanically and evenly spread or broadcast.
C
ontractor shall place Type II barricade with “Road Closed” signs at the end of each street in the process of being resurfaced. Signs shall remain in place until the resurfaced pavement has cured sufficiently and when the road or lane is open for through traffic.
On-S
treet Parking - Contractor will provide, install, maintain and remove “No Parking” signs in areas ONLY where the Contractor’s work will require restricted parking. The Contractor shall place notification for the elimination of on -street parking, if required, at least forty -eight (48) hours, but not more than seventy-two (72) hours prior to the start of work. The signs shall clearly show the date(s) and hours of the parking prohibition. Writing shall be legible and visible for drivers of vehicles. The notification shall include the Contractor's name and phone number where questions can be directed by the public. This notice shall be affixed to a Type II barricade that is placed in the lane of the road, near lip of gutter, (max. 200 ft. spacing) used for on-street parking.
No other location or method of placement is acceptable. The notification shall be in a form approved by the Engineer.
665
35 W
hen originally scheduled paving dates change due to weather or other, Contractor shall remove and replace NO PARKING signs with corrected dates. CROSS OUT DATES IS NOT ALLOWED. Removal and/or replacement of corrected signs and barricades shall be perfor med within 24 hours of approved changed or as directed by the Engineer.
A
ll construction signs, including barricades used for NO PARKING restrictions, shall be furnished, installed, and removed when no longer required in accordance with the provisions in Section 12, “Temporary Traffic Control,” of the State Standard Specificat ions and these specifications. Non- compliance with any stipulation of this section will be justification for the City to stop work.
T
owing - In the event that towing is required after proper notifications have been delivered and posted, and reasonable attempt have been made to the property owner or resident, the Contractor shall be responsible for towing vehicles. Contractor shall notify the Engineer prior to towing. The City shall not be responsible for any claims made as a result of towing from the Contractor.
Mea
surement and Payment
The contract Lump Sum (LS) price paid for TRAFFIC CONTROL SYSTEM shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved in placing, removing, storing, maintaining, moving to new locations, and disposing of the components of the traffic control system.
12. P
UBLIC NOTIFICATION
The Contractor shall be required to notify and cooperate with the public, transit companies, local law enforcement agencies, local fire districts, local utility companies, refuse collectors, schools, and any other persons or agencies who may be affected by this project at least one (1) week prior to construction. Any changes in schedule will be coordinated with affected local agencies as needed and as requested by the Engineer. Other notifications may be required during project construction as outlined below.
N
otifications will be provided by the Contractor relating to, but not limited to, the following items:
• General information
• Traffic delays and alternate routes
• Tree removals and/or trimming
• Driveway closures
• Water service interruptions
• Temporary relocation of bus stops
• Adjustment of utilities
• Waste pick up
• Transit disruptions
7 -Day General Notifications - Before Contractor begins any work, all residents and businesses on each street affected by the work shall be notified in writing, at least seven (7) calendar days in advance. This notification will provide general information about the project, approximate range of dates on when construction will take place, time of work, Contractor’s name and phone number and any other pertinent information for residents.
666
36 The Contractor shall provide the Engineer a copy of all written notifications for review seventy- t
wo (72) hours prior to delivery.
72 -Hour Notifications - The Contractor is responsible for delivering Notifications/door hangers PRIOR to the slurry seal operations. Notification will require dates, times and other pertinent information regarding the project and shall be approved by the Engineer prior to distribution. The Contractor is responsible for providing a phone number on the notic e that can be reached after hours and on weekends by resident and businesses to answer their concerns. 72 -Hour Notifications to affected residents and businesses shall be delivered a minimum of 72- hours prior to resurfacing operations.
F
or areas that have been notified and have parking areas restricted, should the Contractor’s operation, be postponed or cancelled with no work in the proposed area for more than seven (7) calendar days, the Contractor shall re -notify the affected residents and businesses with similar notifications, as listed above, a minimum of two (2) working days prior to the start of the work.
See also “Traffic Control System” section regarding sign changes.
F
ailure to comply with the notification requirement will result in a stop work order. The Contractor shall maintain an updated and chronological record at the job site of all written notifications along with a list of recipients. Such records shall be made available upon request by the Engineer.
Mea
surement and Payment
The contract Lump Sum (LS) price for Public Notification shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved.
13. CL
EARING AND GRUBBING
Clearing and grubbing shall conform these specifications.
C
ontractor shall remove all objectionable material from within the area required for resurfacing.
Objectionable material shall include, but not limited to roots, brush, grass, weeds, pavement material and debris and other related materials. Objectionable material shall be removed from the right-of-way and shall be transported and properly disposed of off-site. All cost charges and fees shall be the responsibility of the Contractor.
Mea
surement and Payment
Full compensation for Clearing and Grubbing , as specified herein, shall be considered as included in the prices paid for by the various items of work and no additional compensation shall be made.
14. M
ONUMENT PRESERVATION
Prior to any construction activities, all monuments, centerline ties, and any other survey markers within the project limits shall be located and recorded by a State of California Licensed Land Surveyor. No work with be authorized until the Contractor submits the required documentation to the City. Upon completion of construction, conflicting monuments, centerline ties, and other survey markers obliterated during construction shall be replaced in- kind per Section 309 of the SSPWC and per the California Professional Land Surveyor’s Act, latest edition. Corner records 667
37 for all applicable intersections shall be filed with the County of R iverside prior to and after construction activities with copies of recordings provided to the City. All work involved shall conform to the California Professional Land Surveyor’s Act, latest edition.
Measurement and Payment
Measurement & Payment for Monument Preservation shall be on a Lump Sum (LS) basis for all work involved with impacted monuments, centerline ties and survey markers due to all construction activity and shall include furnishing all materials, labor, and equipment necessary to perform all operations involved with resetting obliterated monuments, centerline ties, and other survey markers. Work shall also include all work involved with filing corner records prior to and after construction in conformance with the California Professional Land Surveyor’s Act, latest edition and County of Riverside requirements, and providing documentation of same to the City.
15. DUS
T CONTROL
T
he Contractor’s attention is directed to Section 7- 1.04, “Public Safety,” of the Standard Specifications. The Contractor shall be responsible for dust control within the project limits. The Contractor shall diligently control dust resulting from his operations and from public traffic passing through the work area by the application of water and/or dust palliative.
T
he Contractor shall provide dust control at all times including Saturdays, Sundays, and holidays as ordered by the Engineer. The Contractor shall immediately alleviate any dust hazard as directed by the Engineer.
Mea
surement and Payment
Full compensation for Dust Control , as specified herein, shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation shall be made.
16. S
URPLUS MATERIAL DISPOSAL
All excess excavated material, broken concrete, and any other excess material resulting from excavation or construction shall become the property of the Contractor and shall be removed by end of the working day unless approved by the Engineer.
T
he Contractor shall comply with all disposal and grading code requirements of the City when disposing of surplus material.
Mea
surement and Payment
Full compensation for S urplus Material Disposal , as specified herein, shall be considered as included in the prices paid for by the various items of and no additional compensation shall be made.
17. I
RRIGATION SYSTEMS
The Contractor shall be responsible for protecting any existing irrigation system that is e
ncountered within the project site. Cost for damage to irrigation systems as a result of the 668
38 Contractor’s operations shall be included in the bid items the Contractor deems appropriate. Any da
mage caused by the Contractor will be repaired by the Contractor to at least its original condition and that it performs to the same level or better as its original condition. Repairs to sprinklers will be completed within 48 hours from the time the damage occurred. If the City is required to perform the repair after the 48 hour time requirement and has given notice to the Contractor, the cost to perform th e repair by the City shall be deducted from any future payments due to the Contractor.
Mea
surement and Payment
Full compensation for Irrigation Systems, as specified herein, shall be considered as included in the prices paid for by the various items of and no additional compensation shall be made.
18. L
ANDSCAPING
The Contractor shall be responsible for protecting and replacing any landscaped areas disturbed or da
maged as a result of the construction improvements. Landscaped areas shall be removed and replaced as directed by the Engineer. Materials replaced shall be of the same type or better.
Mea
surement and Payment
Full compensation for Landscaping , as specified herein, shall be considered as included in the prices paid for by the various items of work and no additional compensation shall be made.
19. CRACK
SEAL
Ar
eas receiving crack seal work consists of the preparation of cracks and placement of hot asphalt- rubber sealant material. Crack Sealing shall be completed a minimum of 3 (three) calendar days prior to placing slurry seal on that street or as directed by the City.
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racks in the existing asphalt concrete surfacing and shoulders that are greater than 1/8” in width shall be prepared and sealed. No crack less than an eighth of an inch (1/8”) shall be sealed on any areas that are deemed unnecessary. Small cracks may be sealed as directed by the City. The Contractor will be required to thoroughly complete preparation of all cracks at least 1/8” in width no matter the number of or how widespread the existing cracks extend across the asphalt pavement, to the satisfaction of the Engineer, prior to scheduling installation of slurry seal or asphalt concrete overlay
M
aterials
The emulsified crack sealant shall be furnished in accordance with the requirements specified for asphaltic emulsion in Section 94, "Asphaltic Emulsions," of the State Specifications, can be readily handled at ambient temperature, and shall contain no volatile organic compounds which may contribute to air pollution. Material shall meet the CRAFCO Polyflex Type 4 or approved equal.
T
he Contractor shall provide the Engineer with a Certificate of Compliance conforming to the provisions in Section 6, “Control of Materials,” of the State Specifications with each shipment of crack sealant. Said certificate shall also certify that the sealant complies with the specifications and shall be accompanied with storage and heating instructions and cautions for the material.
P
reparation and Application
Cracks to be filled and adjacent asphalt concrete surfacing shall be cleaned and shall be free of 669
39 dirt, vegetation, debris and loose sealant. Preparation and application of sealant shall meet the m
anufacturer’s directions and specifications and as directed by the City. Joints and cracks shall be sealed from the bottom up and sealant material shall be applied so it is flush with the existing pavement surface. Care shall be taken to avoid spillage and runover onto the surface of the pavement. The surface of pavement shall be immediately squeezed smoothly after the cracks have been filled. Traffic shall not be allowed on the material until it has been sanded to prevent tracking.
T
he Contractor shall fix or refill areas to the proper elevation when directed by the City. Within 5 days after application of sealant, sealed cracks that reopen or in which the sealant material sags below the surrounding asphalt concrete surfacing, cracks shall be cleaned and resealed.
S
ealant shall bond to the crack with no separation, cracks or other opening in the sealant.
Mea
surement and Payment
The contract Lump Sum (LS) price for Crack Seal shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in preparing the pavement and placement of crack seal as specified in these specifications, and as directed by the Engineer and no additional compensation shall be made.
T
he payment of crack seal is based on performing the work as listed under Exhibit A found in the Appendix and as specified in this Section and is NOT based on the amount of crack seal applied.
C
ontractor will be responsible for visiting and quantifying the work that is needed on the streets proposed and shall perform all work based on the lump sum price and no additional compensation shall be allowed. It should be noted that not all streets need crack sealing, and some require more than others, therefore, a visit to the site is highly recommended.
20. B
ASE REPAIR – REMOVE EXISTING PAVEMENT AND CONSTRUCT FULL DEPTH AC, B2-PG 64-10, (5” DEPTH)
Base repair areas designated for removal and replacement are listed under E xhibit B found in the Appendix. All asphalt dig out and replacement areas Full Depth (patching), shall occur after the full width pavement grind and before the full width roadway paving operations. The inspector and Engineer are to field verify each asphalt dig out location. All asphalt dig out areas a re to be field marked by the inspector and approved by the engineer.
T
he contractor shall be responsible for grinding or full depth saw cutting and excavating the existing pavement/base to the depths noted. Pavement to be removed shall be jack hammered or by any other methods, as approved by the Engineer, to the full depth of the pavement at the removal boundary. The pavement edge shall be kept reasonably straight and vertical, and shall be performed in such a manner that the remaining pavement is undisturbed and undamaged. Edges shall be constructed parallel and/or right angles to the direction of traffic flow. Where determined by the Engineer, saw cutting may be required if pavement edges are not determined to be reasonably straight and vertical.
W
here unsuitable material is found after 5” of excavation, the Contractor shall notify the Engineer regarding directions to proceed with base repair.
670
40 Upon e xposing the subgrade/underlying pavement, the subgrade shall be probed to verify adequacy of the existing base/subgrade. If unstable soils are encountered, additional removals will be directed by the engineer. Additional quantities of export and asphalt concrete observed from the removals shall be paid for at the contract unit price and no additional compensation will be allowed.
T
he contractor shall not be allowed to excavate more patches than can be paved back in a single day’s operation. All patches shall be paved back by the end of each day, and all lanes shall be open to traffic.
A
ll asphalt concrete for patching locations shall be B2 -PG 64-10. Sides and base at all patching locations shall be tack-coated immediately prior to placement of asphalt concrete. Tack coat shall be furnished and applied in accordance with section “Asphalt Emulsion Binder” found elsewhere in these specifications.
C
ertified quantity tickets for the asphalt concrete shall be submitted to the City Inspector on the job site as the material is delivered and signed, so as to certify delivery and acceptance. Any material for which quantity tickets are not submitted as the material is delivered, will not be accepted.
F
inish Roadway
Areas of base repair pavement shall be brought up to the existing surface grade. Asphalt concrete shall be placed to the previous existing roadway surface plane without indentations, swales or ponds. The HMA pavement top layer must not vary from the low er edge of a 12 -foot long straightedge:
1. M
ore than 0.01 foot when the straight edge is laid parallel with the centerline
2. More than 0.02 foot when the straightedge is laid perpendicular to the centerline and extends from edge to edge of a traffic lane
3. More than 0.02 foot when the straightedge is laid within 24 feet of a pavement conform F
inish Roadway Correction
If the top layer of the Asphalt Concrete pavement does not comply with the above specifications, the pavement correction may include grinding the pavement to within tolerances, remove and replace it, or place a layer of hot mix asphalt. The corrective work shall be determined and accepted by the Engineer prior to any corrective work beginning.
C
orrected pavement areas must be uniform rectangles with edges:
1. Parallel to the nearest asphalt pavement edge or lane line
2. Perpendicular to the pavement centerline
Q
uantities of material wasted or disposed of in a manner not called for under the contract, or rejected loads of material, including material rejected after it has been placed by reason of the failure of the Contractor to conform to the specifications of the contract, or materials placed outside the lines indicated from the transporting vehicle, or material remaining on hand after completion of the work, will not be paid for and such quantities will be deducted from the final total quantities.
No compensation shall be allowed for hauling rejected material. 671
41 Pavement delineation removal shall be coordinated with temporary delineation so that lane lines a
re provided at all times on traveled ways open to public traffic. Temporary reflective pavement markers shall be placed at intervals of not more than 25 feet. Temporary reflective raised pavement markers shall be the same color as the existing lane line or centerline.
Mea
surement and Payment
The contract unit price paid per Square Foot (SF) of Base Repair – Remove Existing Pavement and Construct Full Depth AC , B2-PG 64-10 (5” DEPTH) shall include full compensation for furnishing all labor, equipment, saw -cutting, tools and materials necessary for the excavation or cold milling of the existing asphalt concrete pavement, aggregate base and sub- base to depths shown on the plans. The price of this item shall include excavating the asphalt concrete pavement, aggregate base and subgrade to be removed, the disposal and hauling of material removed as described herein, removal of fabric/rubberized asphalt/petro- mat if it exists in the field at no additional cost, all debris, traffic controls as described herein, scarification and re -compaction of exposed base/sub-grade in areas where entire pavement section is removed, removal of unsuitable subgrade material as directed by the Engineer, native-material, and grindings from cold milling on the job site, and incidentals for doing the work involved in cold milling asphalt concrete surfaces as defined in Section 302-1, and no further compensation will be allowed therefore.
21. AS
PHALT EMULSION BINDER (TACK COAT)
Asphalt emulsion binder shall comply with Section 203, “Bituminous Materials” of the Standard S
pecifications, these specifications, and as directed by the Engineer.
A
sphalt emulsion shall be Type SS -1 or RS-1. When asphalt concrete is placed in contact with existing asphalt concrete, the surface shall be completely dry of water, clean of dirt and debris, and a tack coat of asphaltic emulsion shall be applied to insure proper bond. Asphaltic emulsion shall be applied to all vertical surfaces of existing pavement, curbs, and gutters, and construction joints against which asphalt concrete material is to be placed, to pavement to be surfaced and to other surfaces designated in the specifications or as directed by the Engineer.
T
he overlay shall not be placed until the binder has cured to the point where it is tacky to the touch and as directed by the Engineer. Asphalt emulsion binder shall be applied so far in advance of placing the surfacing as permitted by the Engineer. Immediately in advance of placing the overlay, additional asphalt emulsion binder shall be applied as directed by the Engineer to areas where the asphalt emulsion binder has been damaged, and loose or extraneous material shall be removed, and additional compensation shall not be allowed.
T
he area to which asphalt emulsion binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto existing pavement surfaces beyond the limits of the construction.
Mea
surement and Payment
Full compensation for Asphaltic Emulsion Binder (Tack coat) , as specified herein, shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation shall be allowed.
672
42 22. R UBBERIZED EMULSION AGGREGATE SLURRY (REAS) TYPE II T
his work shall consist of furnishing and placing Rubberized Emulsion Aggregate Slurry (REAS) Type II to the existing asphalt surfaces as shown under “Location of Areas to Receive Crack Seal and Slurry Seal” found in the Appendix.
T
he slurry seal shall comply with Section 203 “Bituminous Materials” of the Standard Specifications and the following changes:
A. GE
NERAL
R
EAS shall be a stable mixture of Rubberized Polymer Modified Emulsion (RPME), aggregate, water, and portland cement. REAS shall be specified by combined aggregate gradation, i.e. Type II-REAS. REAS must conform to the Standard Specification unless specified in this Specification.
B
. MATERIALS
Crum
b rubber certifications and total binder characteristics results are required. The rubberized binder as specified herein shall be used for producing rubberized hot-mix asphalt. The rubberized binder must contain a minimum of 300 pounds (equivalent to 15% by weight) of one hundred percent (100%) California waste tire crumb rubber per ton of rubberized binder.
1. R
ubberized Polymer Modified Emulsion (RPME)
a. G
eneral
R
PME shall consist of a mixture of emulsified asphalt, crumb rubber, and latex. RPME shall contain between 0.55 pounds per gallon (66 grams per liter) and 0.65 pounds per gallon (78 grams per liter) of crumb rubber. Latex shall constitute a minimum of 2 percent by weight of RPME.
C
rumb rubber shall:
• Be granulated scrap tire rubber free from fabric, wires, and other contaminants. • Be dry and free flowing.
• Have a specific gravity between 1.15 and 1.20.
• Have a gradation of 100 percent passing the No. 16 (1.18 mm) sieve, 95 percent passing the No. 20 (900 µm) sieve, and a maximum of 1 percent passing the No. 200 (75 µm) sieve.
C
alcium carbonate or talc may be added to a maximum of 4 percent by dry weight of crumb rubber to prevent the rubber particles from sticking together.
E
mulsified asphalt may be reheated, but at no time after loading shall the temperature be raised above 160°F (70°C). During reheating, emulsified asphalt shall be agitated to prevent localized overheating. Emulsified asphalt shall not be permitted to cool to a temperature less than 40°F (5°C). RPME shall be mixed and applied within 60°F – 140°F (15 – 60°C). b. Q
uality Tests
T
he emulsified asphalt, and emulsified asphalt residue, shall meet the requirements of AASHTO M 208 or ASTM D 2397 for CQS-1h, with the following exceptions:
673
43 1 Sieve test of original emulsion is 0.10 max.
2 Asphalt Content shall be determined by multiplying Residue by Evaporation by Solubility of Residue.
2. A
ggregate
a. G
eneral
T
he aggregate shall be Type II 100 percent crushed rock. Rock products are defined as crushed rock, rock dust, gravel, sand, stone for rip rap, or any combination thereof. All rock products shall be clean, hard, sound, durable, uniform in quality, and free of any detrimental quantity of soft, friable, thin elongated or laminated pieces, disintegrated material, organic matter, oil, alkali, or other deleterious substance. Crushed rock and rock dust shall be the product of crushing rock or gravel.
674
44 b. Quality Tests
T
he aggregate should meet agency specified polishing values and these minimum requirements:
c. G
radation
W
hen tested in accordance with ASTM C136, the mix design aggregate gradation shall be as specified below:
3. Wat
er
The water shall be potable water, free from harmful soluble salts and compatible with the other components.
4. P
ortland Cement
Portland cement may be added to modify the viscosity and curing characteristics accordance with the approved mix design. Portland cement shall be Type I/II or II/V and shall not exceed
1.5 percent of the dry weight of the aggregate.
675
45 All cement to be used or furnished shall be:
a. T
ype II portland cement, or Type V portland cement conforming to ASTM C150.
Additionally, Type II and Type V portland cements shall meet the optional requirements of ASTM C150, Table 2 for maximum equivalent alkalis (Na2O + 0.658K2O) of 0.60 percent, or Type IP (MS) portland- pozzolan cement conforming to ASTM C595, unless otherwise specified. Type IP (MS) cement shall meet the optional mortar expansion requirements of ASTM C595, Table 2 and contain no more than 20 percent pozzolan, which shall be inter - ground with clinker.
b. R
apid-hardening hydraulic cement may be used when approved by the Engineer. When used, the concrete mix shall conform to the requirements of ASTM C928 and admixtures may be used when approved by the Engineer.
T
he Contractor shall furnish a Certificate of Compliance signed by the manufacturer identifying the cement and confirming compliance. Supporting test data will be furnished upon request by the Engineer. Whenever suitable facilities are available for handling and weighing bulk cement, they shall be used. Otherwise, cement shall be delivered in original unopened sacks marked with brand, type, and weight. Cement shall be stored in such a manner as to permit ready access for inspection and sampling and suitably protected against contamination and moisture. Should any cement show evidence of contamination or be otherwise unsuitable, the Engineer may reject it and require that it be removed from the site. All portland cement used in concrete shall be of the same brand and type unless otherwise approved by the Engineer.
5. C
entral Plant Mix
REAS shall be mixed at a central mixing plant. The mix shall conform to the following requirements:
a. Aggregate shall neither be stored nor transported in such a way that may cause segregation, degradation, or intermingling of different size aggregates. b. Materials shall be proportioned by weight into the mixing tank. Volumetric proportioning will not be permitted.
c. The mixing tank shall be equipped with scales. The zero tolerance for the tank scales shall be 0.5 percent based on the total batch weight. The scales shall be calibrated and certified on a yearly basis or after every modification or repair.
d. The mixing tank shall be equipped with a full sweep mixer/agitator with blades or paddles of a sufficient size and number and operated at a speed sufficient to product a homogeneous mix. Should the blades, paddles, or other parts of the mixer/agitator become worn to such an extent to adversely affect the quality of the mix they shall be promptly replaced. Insufficient mixing or agitation within the mixing tank shall be corrected by either a reduction in the volume of component materials or other adjustments.
e. Each batch shall be continuously mixed for 3 minutes or until all of the component materials are thoroughly blended, whichever is longer. The mixing time shall begin upon the introduction of the last component material. If the Engineer determines that the mixture is not thoroughly blended, the mixing time shall be increased.
f. Mixed REAS shall be stored at the central mixing plant site in storage tanks equipped with an agitator of a similar configuration to the agitator in the mixing tank. The agitator shall be capable of continuous operation.
676
46 The application rate of REAS mixed at a central mixing plant shall conform to the requirements s
hown in the table below unless otherwise specified in the Special Provisions or shown on the Plans.
C
. EQUIPMENT
1. A
ll equipment, tools, and machines used in the application of REAS shall be maintained in satisfactory working condition at all times. The machine shall be specifically designed and manufactured to apply REAS.
2. T
he spreader box shall be equipped with flexible material in continuous contact with the existing pavement and shall be capable of controlling the rate of application. The spreader box shall have adjustable width and strikeoff height, and be capable of controlling and providing uniform spreading.
3. E
ach mixing unit to be used in the performance of the work shall be calibrated in the presence of the Engineer prior to the start of the project. Any component replacement affecting material proportioning requires that the machine be recalibrated. No machine will be allowed to work on the project until the calibration has been completed and/or accepted.
D. C
ONSTRUCTION
1. T
iming and Traffic Control
S
treets where slurry seal is scheduled to be applied shall be closed from the time the CONTRACTOR begins to clean the street surface until the Engineer determines the slurry seal has achieved sufficient set to be opened to traffic.
Rock dust or sand shall be spread, as directed by the Engineer, to eliminate tracking or damage and to provide vehicular or pedestrian crossings.
2 . Weather Limitations
R
EAS shall not be applied if either the pavement or the ambient temperature is less than 55°F (13°C) and falling, but may be applied when the pavement and ambient temperatures are above 50°F (10°C) and rising.
3. Surface Preparation
P
rior to spreading, the CONTRACTOR shall clean the existing pavement unless otherwise specified in the Special Provisions. Immediately ahead of the spread truck, the existing pavement shall be pre-wetted by a pressurized water distribution system equipped with a fog-type spray bar capable of completely covering the surface of the pavement.
4. A
pplication
a. G
eneral
677
47 A
test strip shall be constructed at a location approved by the Engineer at least one day prior to the actual REAS placement.
R
EAS shall be spread by a spreader box attached to an agitator truck. REAS shall be transported from the central mixing plant to the Work site in trucks specifically designed for this purpose equipped with an agitator. REAS shall be continuously agitated during transport and spreading.
T
he maximum speed of the spreader truck shall not exceed 270 feet per minute (80 meters per minute). Hand squeegees and other equipment shall be provided for spreading and spillage removal in areas inaccessible to the spreader box.
S
lurry seal shall be applied in such a manner that no ridges remain. Areas in which there is evidence of solidification of the emulsified asphalt, balling or lumping of the aggregates, or uncoated aggregates shall be removed and replaced to the satisfaction of the Engineer.
T
he CONTRACTOR shall prevent slurry seal from being deposited on other than asphalt concrete surfaces and shall remove it from surfaces not designated to be sealed. The method of removal shall be approved by the Engineer.
W
hen the completed slurry seal surfacing is not uniform in color, the street shall be treated by a method approved by the Engineer to eliminate the color variation. b.
Quality Test
D
uring the performance of the Work, the CONTRACTOR shall provide the Engineer with at least 2 field samples, from separate loads, of mixed slurry seal per mixer per day. Wet Track Abrasion Test (WTAT) specimens shall be cast and struck off within 60 seconds of obtaining the sample.
WTAT specimens shall not be transported until the slurry seal has set as defined by ASTM D3910.
F
ield samples shall conform to the requirements shown below:
678
48 If the test results fail to meet the Specifications, the CONTRACTOR shall ease spreading slurry s
eal produced by the nonconforming mixer until the CONTRACTOR demonstrates the mixer is producing slurry seal which conforms to the Specifications.
Mea
surement & Payment
Measurement & Payment for Furnish and Place Rubberized Emulsion Aggregate Slurry (REAS) Type II shall be on a Square Foot (SF) basis as measured in the field and shall include full compensation for all labor, materials, tools, equipment, and incidentals; for doing all the work involved in scheduling, obtaining approvals, providing notifications, no parking signs, site preparation, weed abatement, crack sealing, crack filling, surface preparations, covering and protecting all utility appurtenances, application of slurry seal, protection and barricading of the work, and for completing the work in place, as noted on the plans and approved by the City Engineer, and no additional compensation will be allowed therefore.
23. ARAM
CAPE SEAL PRESERVATION SYSTEM
A. GENERAL
T
he Contractor shall furnish all labor, equipment, material, supplies, environmental protection, no parks, raised markers, signage, traffic control, secondary sweeping, and other incidentals necessary to provide an application of polymerized emulsified asphalt, cover coat aggregate, followed by a polymerized Slurry Seal to an existing roadway surface. This two-step process is called Cape Seal.
A
minimum of two vacuum designed sweepers having only negative air pressure at the road surface capable of removing excess aggregate and debris material shall be used on this project. Any and all areas within or adjacent to the project where a vacuum broom cannot access, shall be removed by the use of a blow pack.
T
he Contractor shall inform himself of the city trash pick up days schedule for the project area. There shall be at least four (4) calendar day period prior to trash pick up day for each street receiving Cape Seal.
T
his project is funded in part by the California Department of Resources Recycling and Recovery (CalRecycle) grant. The following is required with the Contractor’s submittals and work specifications:
T
he Contractor is required to complete the following forms for the R ubberized Emulsion Aggregate Slurry (REAS) Type II and Tire Rubber Recycling.
1. F
orm CalRecycle 168—Reliable Contractor Declaration (Submit with Bid Proposal)
2. Rubberized Pavement Certification (Submit with all progress payment invoices ) – See Exhibit F found in the Contract Agreement
These forms are available for download at: http://www.calrecycle.ca.gov/Grants/Forms/, and also in Appendix D. It is the Contractor’s responsibility to determine the eligibility and other requirements described in the forms, especially Form CalRecycle 168. Failure to meet the eligibility criteria would render the bid non-responsive.
679
49 B. DESCRIPTION
T
his project shall consist of a bituminous surface Asphalt Rubber Aggregate Membrane (ARAM) composed of a single application of Asphalt-Rubber material and hot pre-coated 3/8”aggregate. 46 This specification requires the application of a specified blend of asphalt- rubber binder material (i.e. a field blend product). This specification expressly determines that the asphalt-rubber binder material specified herein (i.e. a field blend product) and modified binder, rubber modified asphalt or PG 76-22TR (i.e. terminal blend products) are sufficiently different such that they are not functionally equivalent. Therefore, any substitutions for the asphalt-rubber binder material specified herein, such as but not limited to any rubber modified asphalt binder (i.e. a terminal blend product) will not be accepted.
C
. MATERIAL COMPONENTS
1. ASPHALT CEMENT
T
he type and grade of PG asphalt cement utilized to manufacture the Asphalt Rubber binder shall be PG 58-22, PG 64-16, or PG 70-10 which shall comply with requirements in Table #1.
T
able #1 – PG Asphalt Cement Grading Requirements
• T
he exact grade of PG asphalt cement, if different than PG 64 -16, shall be determined by the Asphalt Rubber supplier dependant on the specific project requirements.
2. GRANULATED RECLAIMED TIRE RUBBER
T
he CRM shall be produced primarily from the processing of whole automobile and truck tires.
The rubber shall be produced by ambient temperature grinding processes only. The gradation of the CRM when tested in accordance with ASTM C-136 (dry sieve only) and using a 100 gram sample, shall meet the requirements in Table #2.
T
able #2 - CRM Grading Requirements
680
50 T
he use of CRM from multiple sources is acceptable provided that the overall blend of rubber meets the gradation requirements.
T
he individual CRM particles, irrespective of diameter, shall not be greater in length than 3/16 of an inch (5mm).
T
he CRM shall have a specific gravity of 1.15 ± 0.05 as determined by, and shall be free of loose fabric, wire and other contaminants except that up to 4 percent (by weight of rubber) calcium carbonate or talc may be added to prevent the rubber particles from sticking together. The rubber shall be sufficiently dry so as to be free flowing and not produce a foaming problem when blended with the hot asphalt cement. The CRM shall be accepted by certification from the approved supplier. The Reclaimed Tire CRM material shall conform to the chemical analysis in Table # 3.
N
ote: All reclaimed tire rubber CRM shall be certified to have originated in California, and the CRM material will also be certified to have been processed in California, through invoice and bill of lading.
3 . ASPHALT MODIFIER
T
able #4 - Asphalt Modifier
681
51 4
. ASPHALT RUBBER BINDER
T
he temperature of the blended PG asphalt cement shall not be less that 375° F nor more than 450° F when the CRM is homogenously blended, in the field. The combined materials shall be reacted for a minimum of 120 minutes after the incorporation of all the CRM. The Asphalt Rubber binder shall meet the requirements in Table #5, when the reaction/interaction is complete.
T
able #5 - Specification Limits for (Asphalt Rubber Binder) T
he viscosity shall be conducted by using a hand held HAAKE VISCOMETER, with rotor 1, 24mm in depth x 53mm in height, or equivalent. When applying Asphalt Rubber, the reacted Asphalt Rubber binder shall be maintained at a temperature of not less than 375° F and no more than 425° F. If material in a batch of Asphalt Rubber binder is not used within six hours after the reaction period is complete, heating of the material shall be discontinued. When applying Asphalt Rubber, if the Asphalt Rubber binder temperature cools below 300° F and is then reheated, it shall be considered a reheat cycle. The total number of reheat cycles shall not exceed two (2). The binder materials shall be uniformly reheated to a temperature of not less than 375° F for application.
Additional scrap tire CRM may be added to the reheated Asphalt Rubber binder and reacted for a minimum of 45 minutes and shall not exceed 10 percent of the total binder weight. Reheated Asphalt Rubber binder shall conform to the requirements for blended Asphalt Rubber binder. 5 . ASPHALT RUBBER BINDER FORMULATION
682
52 The Asphalt Rubber binder supplier, shall furnish to the Engineer within 15 days of the notice to pr
oceed, the Asphalt Rubber binder formulations which shall contain the following information:
P
G Asphalt Cement
Source of PG Asphalt
Grade of PG Asphalt
Percentage of PG Asphalt by total weight of the Asphalt Rubber mixture Percentage of Asphalt Modifier by total weight of the Asphalt Rubber mixture R
eclaimed Tire Rubber (CRM)
Source of CRM
Grade of CRM
Percentage of CRM and High Natural CRM by total weight of the Asphalt Rubber mixture
6 . AGGREGATE COVER MATERIAL
A
ggregate shall be composed of clean and durable crushed rock or crushed gravel conforming to the following requirements:
I
f the aggregate is to be crushed stone, it shall be manufactured from sound, hard, durable material of accepted quality and crushed to specification size. All strata, streaks and pockets of clay, dirt, sandstone, soft rock or other unsuitable material accompanying the sound rock shall be discarded and not allowed to enter the crusher.
I
f the aggregate material is to be crushed gravel, it shall consist of hard, durable fragments of stone or gravel of accepted quality and crushed to specification size. All strata, streaks, pockets of sand, excessively fine gravel, clay or other unsuitable material including all stones, rocks and boulders of inferior quality shall be discarded and not allowed to enter the crusher. The crushing of the gravel shall separate the #4, 3/8 and 1/2 inch sieves and shall have a minimum 95% of the particles with a minimum of one mechanically fractured face and 90% of the particles shall have a minimum of two mechanically fractured faces.
T
he crushed aggregate or crushed gravel shall not contain more that 8% by weight of flat or elongated pieces and shall be free from wood, roots and vegetable or other organic extraneous matter. The 3/8 inch crushed aggregate or crushed gravel shall have a minimum Cleanness Value (CV) of 80 and shall have a percentage of wear not more than 7 percent at 100 revolutions and not more than 30 percent at 500 revolutions, as determined by ASTM C131 or California Test Method 211.
T
he crushed aggregate for Asphalt Rubber binder applications shall meet the requirements for gradation given in Table #6.
T
able #6 - Aggregate Gradation Requirements –Asphalt Rubber 683
53 T
he aggregate to be utilized shall be hot pre-coated with 0.5 to 1.0 percent PG asphalt cement. The Engineer shall determine the appropriate amount of pre-coat. At no time shall the bag house fines be allowed to be reintroduced back into the hot coated aggregate. The pre- coated aggregate shall be supplied to the project site at 225° F to 325° F.
D. E
QUIPMENT
1 . GENERAL
T
he equipment used by the contractor for pavement cleaning and excess aggregate removal shall include operational top dumping pick-up brooms.
2 . ASPHALT RUBBER EQUIPMENT
A
ll equipment utilized in the production and application of AR binder material shall be described as follows:
a
) A PG asphalt cement heating tank with a hot oil heat transfer system or a retort heating system capable of heating the PG asphalt cement to the proper temperature for blending with the CRM may be used for additional storage at the contractors option. b) A
n Asphalt Rubber mechanical blender shall have a two stage continuous mixing process capable of producing a homogenous blend of PG asphalt cement and CRM, at the mix design specified ratios, as directed by the engineer. The mechanical blender shall be equipped with a granulated rubber feed system capable of supplying the PG asphalt cement feed system, as not to interrupt the continuity of the blending process. The maximum capacity of the primary blending vessel shall be 500 gallons. Both the primary and secondary blenders shall be equipped with an agitation device orientated horizontally or vertically in the blending vessel. The mechanical blender shall be capable of fully blending the individual modifier particles (CRM) with the PG asphalt cement. A separate PG asphalt cement feed pump and finished product pump are required.
This unit shall have a PG asphalt cement coriolis meter to determine the exact flow rate in gallons per minute.
c
) A distributor truck equipped with a heating unit, and an internal mixing device capable of maintaining a uniform mixture of PG asphalt cement and CRM. It shall be equipped with a full 684
54 circulating spray bar and pumping system capable of applying the Asphalt Rubber binder material w
ithin a 5% tolerance of the specified application rate, and must achieve a uniform covering of the surface to be treated. The distributor shall have a boot board on the rear of the vehicle and a bootman shall accompany the distributor. The bootman shall ride in a position so that all the spray bar tips are in full view and readily assessable for unplugging, if a plugged tip should occur. The distributor truck shall also require a thermometer and a computer rate control (CRC). In addition, the distributor truck shall be equipped with a gear pump metering device separate from the actual binder pump. The pump and meter must have individual sensors to ensure the most accurate application rates in the event screens become plugged with crumb rubber debris. Spreader trucks shall be equipped with a maximum width 12 foot spray bar to ensure proper coverage across the entire spray bar. Spray bars in excess of 12 feet will not be allowed to apply Asphalt Rubber.
3. AGGREGATE COVER MATERIAL SPREADER
T
he cover material (chip) spreader shall be a self -propelled machine with an aggregate receiving hopper in the rear, belt conveyors to carry the pre -coated aggregate to the front, and a full width spreading hopper. The spreader shall be in good mechanical condition and shall be capable of applying the cover aggregate uniformly across the spread width and at the specified application rate.
4 . ROLLING EQUIPMENT
S
ufficient rollers shall be used to cover the width of the aggregate spread with one pass. The first pass shall be made immediately behind the aggregate spreader as the aggregate is being placed.
Three (3) complete passes with the pneumatic tire rollers sh all be made. The pneumatic -tired rollers’ shall carry a minimum loading of 3,000 pounds on each wheel and a minimum pressure of 90 pounds per square inch in each tire. Foam filled tires can be utilized. 5 . HAULING EQUIPMENT
T
rucks for hauling the pre-coated cover aggregate shall be tailgate discharge and shall be equipped with a device to lock onto the hitch of the cover material spreader. Haul trucks shall also be compatible with the cover aggregate spreader so that the dump bed will not push down on the spreader when fully raised, or have too short of a bed which results in aggregate spillage while dumping into the receiving hopper.
E
. CONSTRUCTION METHODS
1 . GENERAL
I
mmediately prior to the application of the Asphalt Rubber binder chip seal application, the surface shall be clean in order to insure adequate adhesion of the Asphalt Rubber to the existing pavement surface.
A minimum of two vacuum designed sweepers having only negative air pressure at the road surface capable of removing excess aggregate and debris material shall be used on this project. The body hoppers of the vacuum sweepers shall be a minimum capacity of ten cubic yards, and the negative air pressure at the intake shall be rated at 46 inches of negative water pressure. Sweepers shall meet applicable U.S. Environmental Protection Agency Standards. 685
55 Mechanical pick -u p brooms may be allowed on the project. The Contractor will be responsible to ensure that the work is done properly. Any areas adjacent to the project where a vacuum broom cannot access, shall be removed by the use of a blow pack. 2 . ASPHALT RUBBER BINDER - MIXING AND REACTION
T
he blending equipment must allow the determination of weight percentages of each asphalt rubber binder ingredient.
A
n asphalt rubber binder must be 79 ± 1 percent by weight asphalt binder and 21 ± 1 percent by weight of CRM. The minimum percentage of CRM must be 20.0 percent and lower values must not be rounded up. The CRM must be 75 ± 2 percent by weight scrap tire crumb rubber and 25 ± 2 percent by weight high natural scrap tire crumb rubber.
A
n asphalt modifier and asphalt binder must be blended at the production site. An asphalt modifier must be from 0 to 6.0 percent by weight of the asphalt binder in the asphalt rubber binder. The asphalt rubber binder supplier determines the exact percentage.
I
f blended before adding CRM, the asphalt binder must be from 375 to 440 degrees F when an asphalt modifier is added and the mixture must circulate for at least 20 minutes. An asphalt binder, asphalt modifier, and CRM may be proportioned and combined simultaneously.
T
he blend of an asphalt binder and an asphalt modifier must be combined with the CRM at the asphalt rubber binder production site. The asphalt binder and asphalt modifier blend must be from 375 to 440 degrees F when the CRM is added. Combined ingredients m ust be allowed to react at least 45 minutes at temperatures from 375 to 425 degrees F except the temperature must be at least 10 degrees F below the flash point of the asphalt rubber binder. 3 . APPLICATION OF ASPHALT RUBBER BINDER
P
lacement of the Asphalt Rubber shall proceed only under the following conditions:
a) T
he pavement surface temperature shall be 60° F and rising. b) The pavement surface is clean and dry.
c) The wind conditions do not exceed 20 mph.
d) All of the construction equipment such as the Asphalt -Rubber distributor, aggregate spreader, haul trucks loaded with cover material, rollers and brooms are in position and ready to commence placement operations.
e) Chance of rain does not exceed 75%.
A
sphalt Rubber binder shall be applied to the roadway following the mixing, reacting and blending of Asphalt Rubber binder at a rate of 0.55 to 0.65 gallons per square yard. At no time will the application width exceed twelve (12) feet on the spray bar.
D
istributor bar height, tip size, distribution, speed and shielding materials shall be utilized to reduce the effects of excess wind upon the spray distribution (fan), of each binder. The Engineer shall delay or reschedule work when high gusting or dusty winds in excess of 20 mph prevent or adversely affect binder or aggregate application.
686
56 The application of Asphalt Rubber binder to areas not accessible with the distributor bar on the di
stributor truck shall be accomplished by using a squeegee or other means approved by the Engineer.
T
he contractor shall comply with all Federal, State and Local environmental laws, regulations and ordinances.
4 . APPLICATION OF AGGREGATE COVER MATERIAL
T
he 3/8 inch cover material shall be applied immediately onto the Asphalt Rubber membrane at a rate of 30 to 32 pounds per square yard. The actual rate selected within this range will be determined in the field based on the appearance of the Asphalt Rubber chip seal after initial rolling.
A
t the time of application the temperature of the aggregate shall range from 225° F to 325° F.
A
minimum of two vacuum designed sweepers having only negative air pressure at the road surface capable of removing excess aggregate and debris material shall be used on this project. The body hoppers of the vacuum sweepers shall be a minimum capacity of ten cubic yards, and the negative air pressure at the intake shall be rated at 46 inches of negative water pressure. Sweepers shall meet applicable U.S. Environmental Protection Agency Standards.
No mechanical pick -up brooms will be allowed on the project. Any areas adjacent to the project where a vacuum broom cannot access, shall be removed by the use of a blow pack.
No mechanical pick-up brooms will be allowed on the project.
Sw
eepers shall be used CONTINUALLY during the operation and all areas shall be cleaned a minimum of twice a day throughout the process to remove any and all excess rock from the roadway and sidewalks.
5 . ROLLING
S
ufficient rollers shall be used for the initial rolling to cover the width of the aggregate spread with one pass. The pneumatic tire rollers shall be operated in front of the steel wheel roller.
S
ufficient rollers shall be used for the initial rolling to cover the width of the aggregate spread with one pass. The first pass shall be made immediately behind the cover material spreader (chip-box) as the aggregate is being placed. If the spreading is stopped for more than two minutes, the cover material spreader (chip-box) and aggregate trucks shall be moved ahead or off the chip seal surface so that all cover material may be immediately rolled. Three complete passes shall be made with the pneumatic rollers.
Mea
surement & Payment
Measurement & Payment for Asphalt Rubber Aggregate Member (ARAM) shall be on a Square Foot (SF) basis as measured in the field and shall include full compensation for all labor, materials, tools, equipment, and incidentals; for doing all the work involved in scheduling, obtaining approvals, providing notifications, no parking signs, site preparation, weed abatement, crack sealing, crack filling, surface preparations, covering and protecting all utility appurtenances, application of slurry seal, protection and barricading of the work, and for completing the work in place, as noted on the plans and approved by the City Engineer, and no additional compensation will be allowed therefore.
687
57 24. T
RAFFIC STRIPING AND PAVEMENT MARKING
All references to traffic striping and markings shall be "Thermoplastic".
T
raffic Signs, Striping, Markers, and Markings, shall conform to the latest State Standard Specifications and the current CA MUTCD and these technical specifications.
T
he Contractor shall field verify all existing striping marking, widths, types, and alignments in advance of the resurfacing. Traffic striping and Markings shall be recorded by type, size, color and location and accurately and neatly detailed so that strip ing and, markings may be identically replaced, unless otherwise noted in the drawings. This record shall be submitted for review and acceptance by the Engineer prior to any removal activity. The record shall also include the limits or changes in striping pattern, including one- and two-way barrier lines, limit lines, crosswalks and other pavement markings.
R
emoval of Existing Pavement Striping and Markings
Removal of traffic striping and pavement markings shall comply with the requirements of Section 84-9.03B of the State Specifications.
A
ll existing striping and markings within the areas to be resurfaced and as directed by the Engineer shall be removed prior to placing any resurfacing. This does not apply to areas proposed for base repair.
S
triping removal shall occur no sooner than two (2) calendar days prior to the pavement resurfacing. If the stripe removal is performed on a day other than the day of pavement resurfacing, the Contractor shall supply and install temporary pavement markings as detailed in these specifications. The Contractor shall be responsible for the removal of the temporary pavement markings prior to placement of the resurfacing.
A
ll limit lines, crosswalks and legends within the project limit shall be scarified prior to resurfacing. Scarification shall be performed by grinding such that at least 75% of the underlying pavement is exposed.
G
rinding material shall be removed immediately as the work progresses. Accumulation of grinding material which may constitute a hazard to traffic shall not be permitted.
P
lacement of Traffic Stripes and Pavement Markings
The existing striping shall be replaced with thermoplastic, as specified in these specifications and as directed by the Engineer. Unless noted elsewhere in these specifications and Plans, Traffic striping and pavement markings shall be replaced at all locations where existing traffic stripes and pavement markings are obliterated or covered as a result of asphalt resurfacing operations.
T
he thermoplastic material shall be applied by extrusion method in a single uniform layer. Unless otherwise noted on the plans or in these specifications, the Contractor shall replace all pavement delineation on the same alignment and location.
688
58 Reflective Pavement Markers s hall conform to Section 84- 2, “Traffic Stripes and Pavement Markings,” of the State Standard and these specifications. All pavement markers shall be removed prior to pavement resurfacing. Pavement markers shall be applied at all locations where existing pavement markers are obliterated or removed as a result of resurfacing operations.
U
nless otherwise noted on the plans or in these specifications, the Contractor shall replace all pavement markers on the same alignment and location.
F
ire Hydrant Markers - Blue reflective pavement markers shall be placed in the street at 6” off of centerline and perpendicular to all fire hydrants. Markers shall be blue with two reflective faces.
Contractor shall be responsible for locating all fire hydrants and layout work required for installation of blue reflective pavement markers. Blue markers shall be referenced and installed at all fire hydrant locations within the project limits whether a reflective pavement marker was existing or not. This item shall be paid separately under Pavement Marker = Blue in the Bid Schedule.
T
raffic Striping
Contractor shall furnish and replace traffic stripes and markings in the original pattern on all roadways. Traffic Striping shall be Thermoplastic Traffic Stripe and applied in conformance with the provisions in Section 84-2, "Traffic Stripes and Pavement Markings," of the State Standard and these special provisions.
W
here striping joins existing striping, the Contractor shall begin and end the transition from the existing striping pattern into or from the new striping pattern a sufficient distance to ensure continuity of the striping pattern. All existing striping within the project limits and any conflicting striping shall be removed by sand blasting or as directed by the Engineer. Contractor shall replace all striping which is obliterated or damaged during the Project.
T
he Contractor shall physically tie down the location of the beginning and ending of each existing stripe and marking adjacent to the work area. The Contractor shall accurately replace the existing stripes and markings by cat tracking with painted marks. Temporary tab markers shall not be placed more than twelve feet apart on curves nor more than twenty -four feet apart on straight segments. Temporary tab markers shall be the same color as the stripe they are replacing, shall measure two inches tall by 3-1/2 inches wide, and have a reflective lens across the marker width.
U
pon notification by the Contractor, the City Engineer shall review and approve the equipment tracking prior to applying the permanent stripes and markings. The Contractor shall allow a minimum of three working days for City review of the equipment tracking, and permanent stripes and markings shall not be applied prior to City approval. The City may make changes to the layout after equipment tracking.
Thermoplastic material shall be free of lead and chromium, and shall conform to the requirements in California Department of Transportation,
R
etroreflectivity of the thermoplastic traffic stripes and pavement markings shall conform to the requirements in ASTM Designation: D 6359-99. White thermoplastic traffic stripes and pavement markings shall have a minimum initial retroreflectivity of 250 mcd m-2 lx-1. Yellow thermoplastic traffic stripes and pavement markings shall have a minimum initial retroreflectivity of 150 mcd m-2 lx-1.
689
59 T
hermoplastic traffic stripes shall be applied at the minimum thickness and application rate as specified below. The minimum application rate is based on a solid stripe of 4 inches in width.
Minimum
Stripe Thickness
(inch)
Minimum
Application Rate
(lb/ft)
0.079 0.27
T
hermoplastic traffic stripes and pavement markings shall be free of runs, bubbles, craters, drag marks, stretch marks, and debris.
T
ime Limitations
Temporary Lane Delineation
The Contractor shall, upon completing slurry work, which covers or obliterates existing pavement striping, immediately place temporary striping or other delineation as approved by the Engineer along the lines of the existing striping to direct traffic until permanent striping or markers can be placed.
F
inal striping and pavement markings shall be complete no later than ten days after placement of slurry seal. Scheduling of raised pavement marker installation shall comply with State Standard Specifications Section Nos. 85-103B and 85-103C.
T
he Contractor shall place the striping and markings between seven (7) and fourteen (14) calendar days from the placement of slurry seal. The Contractor shall pay liquidated damages of $500.00 per calendar day for each street that is not completed beyond the fourteen (14) calendar days.
Mea
surement and Payment
The contract unit price paid per Lump Sum (LS) of Traffic Striping and Pavement Marking for the various street segments included in the P roject Plan shall include full compensation for furnishing all labor, equipment and materials necessary for striping, including but not limited to the removal of existing thermoplastic and/or striping and pavement markers by approved methods as required, installation of thermoplastic and raised pavement markers as required, thermoplastic legends and striping, painting new curb to match existing, re -painting all existing curb paint markings, delineators, signs and signposts in the public right of way and private property. This work shall conform to the SSPWC, Sections 210 and 310 and no further compensation will be allowed therefore
T
he contract price paid per L ump Sum (LS) for Pavement Marker - Blue shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing, supplying and applying Pavement Markers, complete in place, including lead compliance, establishing alignment, and layout work, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the City Engineer.
690
60 25. COLD MILL AC PAVEMENT
All Cold Milling operations shall conform to section 302-1 of the Standard Specification, the plans and these technical specifications.
Existing asphalt concrete pavement shall be cold milled (cold planed) at the locations and to the dimensions and depth shown on the Project Plans.
The outside lines of the planed area shall be neat and uniform. Planing asphalt concrete pavement operations shall be performed without damage to the pavement that is to remain in place.
Following planing operations, a drop-off of more than 0.15-foot will not be allowed at any time between adjacent lanes open to public traffic. Where transverse joints are planed in the pavement at conform lines, no drop- off shall remain between the existi ng pavement and the planed area when the pavement is opened to public traffic.
If asphalt concrete has not been placed to the level of existing pavement before the pavement is to be opened to public traffic a temporary asphalt concrete taper shall be constructed.
The Contractor shall place and maintain all temporary paving tapers and shall provide additional material as directed by the Engineer to maintain public safety. If it becomes necessary to remove temporary asphalt concrete tapers at some point in advance of placing permanent surfacing, the Contractor shall replace such tapers, at his expense, prior to opening the roadway to traffic.
Asphalt concrete for temporary paving tapers (cutback) shall be commercial quality and may be spread and compacted by any method that will produce a smooth riding surface. Asphalt concrete for temporary paving tapers shall be placed to the level of the existing pavement and tapered on a slope of 30:1 or flatter to the level of the planed area. All temporary paving tapers shall be completely removed and disposed of by the Contractor, including the removal of all loose material from the underlying surface, before placing the permanent surfacing.
Cold planing machines shall be equipped with a cutter head not less than 30 inches in width and shall be operated so as not to produce fumes or smoke. The cold planing machine shall be capable of planing the pavement without requiring the use of a heating device to soften the pavement during or prior to the planing operation.
Removal operations of planed material shall be concurrent with cold plane operations.
Loosened material shall be removed so that no aggregate remains on the project, and on parkway and side streets, at the end of each workday.
In the event of inclement weather where rain has been forecasted within 24 hours, the CONTRACTOR will ensure that all loosened material has been removed from the street surface, parkway, and side streets and that no debris will be discharged with storm run-off into the storm drain system.
Loaders and trucks of approved sized, type and number suitable for hauling materials shall be provided.
Wedge grinding shall be a triangular wedge of the width specified in the plans or as directed by the Engineer. Any sections of asphalt that becomes loose after wedge grinding shall be removed and disposed of by the Contractor at the Contractor’s expense.
691
61 No additional compensation shall be made for pavement grinding in excess of the width specified in these Technical Specifications and shown on the Plans unless so directed by the Engineer.
The City has made every reasonable effort to locate and mark on the plans all known metal roadway improvements such as sewer manhole covers, water valve covers, and catch basin covers, which if struck, could damage the cold milling cutting drum and/or carbide tipped cutting teeth.
The City makes no guarantee that it has successfully located all said items therefore; the contractor shall thoroughly inspect the work site in advance of the cold milling operation to minimize the risk of striking any of these items.
Care shall be exercised not to damage adjacent concrete curbs or gutters. Curb or gutter
damaged due to cold milling work shall be replaced as approved by the City at the Contractor's expense.
Under no circumstances shall the period of time between cold milling of existing improvements (which create an obstruction or hazard to the public) and the permanent surfacing is placed exceed five (5) calendar days at any one location unless approved otherwise by the Engineer or necessary to facilitate or protect work. Planed pavement exposed for more than the time period allowed, liquidated damages of $1,000.00 per calendar day will be assessed to the Contractor for each calendar day the street is not completed as defined above. No area of pavement that has been cold milled or removed for reconstruction shall be left exposed over a weekend or holiday.
Any cold milled area shall be swept prior to opening to traffic
Measurement and Payment
Measurement & Payment for Cold Mill AC Pavement shall be paid on a TON basis, and shall include full compensation for doing all the work and shall include cold milling, haul -off and disposal of millings, and all other necessary work as directed by the Engineer, and no additional compensation will be allowed thereof
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26. PCC IMPROVEMENTS – MISCELLANEOUS CONCRETE
PCC Improvements - Miscellaneous Concrete shall conform to the provisions in Subsections 302- 6 and 303-5 of the Standard Specifications, County of Riverside, and Standard Plans for Public Works Construction (SPPWC).
Miscellaneous Concrete shall include PCC sidewalks, curbs, cross gutters, and curb ramps.
Concrete shall be class 520-C-2500. CMB work shall conform to Sections 200-2 and 301 of the Standard Specifications. CMB shall be installed for concrete sidewalk, curb, and gutter.
PCC improvements shall include the following:
All concrete curb ramps shall be installed over a 6” thick 95% compacted CMB over 90% compacted native subgrade.
All existing concrete curb ramps shall be removed, and new concrete curb ramps shall be installed as specified in the Plans and in these Specifications. New curb ramps shall include cast-in-place detectable warning surfaces in accordance with Caltrans Standard Specifications Section 73 -
1.02B, Caltrans Standard Plan A88A, and the Americans with Disabilities Act (ADA). Detectable warning surfaces shall be factory-molded tiles set directly into the fresh concrete during curb ramp construction, aligned per plan, and installed to be flush with the surrounding concrete surface. 692
62 Detectable warning surfaces shall be Federal Yellow unless otherwise specified by the Engineer and shall meet the following minimum performance criteria:
• UV Resistance per ASTM G155
• Compressive Strength ≥ 28,000 psi (ASTM D695)
• Flexural Strength ≥ 30,000 psi (ASTM D790)
• Slip Resistance ≥ 0.65 wet (ANSI A137.1 DCOF)
• Water Absorption < 0.05% (ASTM D570)
Concrete flatwork, including base and/or subgrade material under the concrete flatwork, shall be removed to accommodate the new improvements. Concrete removal shall be completed in such a manner so that the surfacing which is to remain in place is not damaged. Where no joint exists between concrete to be removed and concrete to remain in place, the concrete shall be removed to the nearest deep joint or score line as approved by the Engineer. Where concrete to be removed is adjacent to concrete to remain, concrete shall be cut in a neat line with a power-driven saw before concrete is removed.
Whenever a part of a square or slab of existing concrete curb, gutter, or sidewalk that is to remain in place is broken or damaged during removal of adjacent concrete, the entire section or slab shall be removed to the nearest score or deep joint and replaced at the Contractor’s expense.
Roots that are damaging adjacent concrete improvements will need to be pruned. The depth of root cutting shall be 12” along the sidewalk and driveway. A rotary pruner is required for this work. Prior to any root pruning, the City Inspector shall be notified a minimum of 24 hours in advance.
Coordination with the City’s Arborist may be required for roots near the tree trunk or greater than 1 inch in diameter.
The Contractor shall submit a cut sheet of the detectable warning surface, installation details, and warranty information to the City Engineer for approval, prior to the start of construction. All concrete work shall be completed prior to cold milling and overlay operations.
Measurement and Payment
Payment for PCC Improvements – Miscellaneous Concrete shall be at the various unit bid prices as listed in the Bid Schedule and shall include, but not be limited to: Type A-6 Curb and Gutter, 4” Sidewalk, Median Curb Type D-1, Cross Gutter, Commercial Driveway, and Curb Ramp.
The contract unit price shall include full compensation for conforming to the requirements of PCC Improvements and associated CMB thickness for each item and shall include furnishing all labor, materials, tools, equipment, and incidentals, including excavation, backfilling, compacting, removal of materials off -site, and for doing all work involved for installing PCC, CMB, slot patch, and other associated items as shown on the project plans and in these Technical Specifications, complete in place, and no additional compensation will be allowed therefor.
Measurement for PCC Curb Ramp shall be for EACH ramp installation and shall include the following: grading, compaction of subgrade, slot patch, construction of curb ramp including cast- in-place detectable warning surface, and construction of sidewalk adjacent to ramp and curb and gutter from beginning of curb return to end of curb return.
Payment for root pruning adjacent to proposed concrete improvements shall be considered as included in the prices paid for REMOVE AND REPLACE 4” THICK CONCRETE SIDEWALK and no additional compensation will be made therefor.
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63 27. REMOVE AND REPLACE CURB OR CURB & GUTTER
This bid item includes removal and disposal of existing material and the installation and compaction of CAB underneath all segments of new curb or curb and gutter and adjacent pavement to match structural section of street.
Prior to removal, contractor shall field verify the join limits to ensure there will be positive fall between the removal limits and bring to the City’s attention any locations that will not drain properly. Limits shall be adjusted per field conditions to ensure positive drainage is achieved on all new curb & gutter.
Curb or Curb and Gutter Removal and Replacements shall match the existing curb height and gutter width for the adjoining segments. This item also includes forming and pouring any portion of depressed curbs at driveways that fall within the removal and replacement limits.
Prior to placement of these improvements, contractor shall grind or prune all obstructing roots if present and per the root pruning specifications.
Prior to acceptance of any curb and gutter, the Contractor shall water flow test each segment of curb and gutter to ensure that ponding of water does not occur within the limits of new construction.
A sidewalk ½-inch radius edging tool is be used to finish the edges of all curbs.
Curb and gutter constructed in conjunction with or as a result of new curb ramp, alley approach or cross gutter construction limits shall not be included as part of this bid item. All such curb and gutter shall be included in the unit price for the respect ive bid items and no further compensation will be allowed.
Measurement and Payment
Measurement & Payment for Remove and Replace Curb or Curb & Gutter shall be on a Linear Foot (LF) basis and shall include furnishing all labor, equipment, tools and materials necessary for the removal of existing and construction of new curb/curb & gutter including coordinating with the City Inspector to verify locations and limits, removals, preparation of subgrade, installation of base, construction of work item, finishing and protection of the work item and no further compensation will be allowed therefore.
28. REMOVE AND REPLACE SIDEWALK
Concrete sidewalk shall be constructed to the line, grades and designs shown on the plans or as ordered by the Engineer. Existing surfaces to be joined shall be sawcut on a neat, straight line at the join location. Any and all gas or water meter boxes fall ing within the limits of sidewalk 694
64 construction shall be adjusted to the finished grade of the new sidewalk as part of this work item unless specifically called out as a separate work item on the plans.
Sidewalk score lines shall have a minimum finished depth of ½- inch. Walkway replacement needed to join new sidewalk shall be in- kind (surface texture, aggregate, finish, etc.) to the walkway removed or as directed by the Engineer's representative.
A sidewalk ½-inch radius edging tool is be used to finish the edges of all curbs.
Limited infill and compaction of suitable base material will be required under certain portions of sidewalk. Contractor shall include the cost of material, labor and compaction of such material in the unit price per bid.
The contractor shall verify existing grades in order to ensure full ADA compliance Any appurtenant PCC Improvement constructed as part of this project and not included with a unit price bid quote or otherwise covered for payment herein shall be paid at the unit price for Sidewalk per square foot prorated to reflect the true amount of PCC material being constructed, as approved by the Engineer's Representative. The prorated unit price bid for the appurtenant PCC improvement shall include all costs of subgrade preparation, and the excavation, furnishing and compacting of backfill material and no additional compensation will be allowed therefore.
Measurement and Payment
Measurement & Payment for Remove & Replace Sidewalk, Construct Sidewalk shall be on a Square Foot (SF) basis and shall include furnishing all labor, equipment, tools and materials necessary for the item of work including removal and disposal of existing improvements and materials, construction of new sidewalk including coordinating with the City Inspector to verify locations and limits, removals, preparation of subgrade, construction of work item, adjustment of miscellaneous parkway items found within the limits of construction, finishing and protection of the work item and no further compensation will be allowed therefore. Measurement of this bid item shall not include the area of any planter areas, and shall only include the actual PCC surface area as measured in the plan view.
29. REMOVE AND REPLACE CROSS GUTTER
It shall be the contractor’s responsibility to verify the limits of construction with the City inspector for each of the cross gutters. Construction of the cross gutter shall be per the project plans and the referenced Riverside County Standard Plans and any applicable details.
Construction of the cross gutter shall include the monolithic curb and gutter. Where a new curb ramp is proposed adjacent to the cross gutter, the curb and gutter shall be paid for as part of the curb ramp bid item, and the appropriate square footage shall be deducted from the total area of the cross gutter.
All removal and replacement cross gutters locations shall be constructed to existing join elevations.
The contractor shall document the existing relative elevations and grades at the join locations as well as key elevation points. The Contractor shall ensure that positive drainage is achieved between 695
65 the join locations of construction.
All concrete for cross gutters shall be high-early strength concrete as defined in the General portion of the concrete improvements specification. High- early strength concrete shall achieve a compressive strength of 2,500 psi within 48 hours of pouring and at least 5,000 psi after 28 days.
All intersections with cross gutters shall be opened to traffic at the close of each day. Adequate ramping or plating of the cross gutter location during the removal and grading phase shall be required based on the Engineers direction. Plating of the cross gutter during curing phase shall be required in order to maintain traffic through the intersection at all times.
2’ minimum width sawcut, removal and full depth slot paving with CAB shall be required adjacent to all sides of the cross gutter.
The contractor shall verify existing grades in order to ensure full ADA compliance.
Measurement and Payment
Measurement & Payment for Remove & Replace Cross Gutter shall be on a Square Foot (SF) basis and shall include furnishing all labor, equipment, tools and materials necessary for the item of work including removal of existing improvements and materials, construction of new cross gutter including coordinating with the City Inspector to verify locati ons, configuration and limits, surveying and staking, removals, preparation of subgrade, temporary ramping, slot paving, construction of work item, high early strength concrete, adjustment of miscellaneous utility items found within the limits of construction, finishing, plating, and protection of the work item and no further compensation will be allowed therefore. Measurement of this bid item shall not include the area of any adjacent slot paving and only includes the area bound by new PCC surface as measured in the plan view.
30. REMOVE AND RECONSTRUCT CURB RAMPS
Concrete Curb Ramps shall be per SPPWC Standard Plan 111- 5 and County of Riverside’s Standard No. 403, refer to Exhibit E, case and type per plans. Concrete shall be Class 560-C-3250.
The geometry shown on the plans is representational. The final limits and geometry of the required curb ramp shall be verified and placed in the field by the contractor in order to ensure the required grades and clearances are obtained.
Curb and Gutter Shall be included in the limits of the Curb Ramp which includes the sawcutting and full AC reconstruction of a 3’ wide (slot pavement with 2- sack PCC slurry) portion of AC pavement adjacent to the curb and gutter or as required to achieve the required 5% maximum grade for 4’ adjacent to the curb face. A minimum of a 3’ saw cut and pavement replacement will be required in all areas of curb return replacements adjacent to existing pavement. In locations for a 3’ slot pave with 2- sack PCC slurry is inadequate at achieving the required 5% maximum grade and would create adverse driving conditions for the 1’ transition, each location shall be individually documented in the construction project files justifying the reason for non-compliance. 696
66 The proposed pavement section shall be full depth asphalt paving to match the existing pavement section thickness.
Construction of any necessary retaining curbs at the back of ramp or wings of the ramp are included as part of this bid item. The contractor shall install retaining curbs within the ramps to ensure that the constructed ramp is fully ADA compliant while joining existing grades at the back of walk/ramp.
When curb ramp removal and installation is adjacent to PCC cross gutters that are not abandoned/buried then the concrete shall be sawcut 4” off the existing curb face, and the new concrete shall be doweled and epoxied into the existing cross gutter spandrel at 12” on center using 18” #4 bars.
All work within the 1’ rumble strip at grade breaks of the sidewalk shall be considered as part of the curb ramp. All work past the 1’ rumble strip, which has been approved by the engineer, shall be considered as extra sidewalk or curb and gutter items and will be paid for per the respective unit price.
Existing surfaces to be joined shall be sawcut on a neat, straight line at the join location. All sawcut locations along existing cross gutters shall be cut in a curve conforming to the existing curb return and shall be cut at a set offset from the flow line as approved by the City Engineer. The flow line shall be maintained, ensuring that ponding does not occur in the existing cross gutter.
Any and all Traffic Signals, or pedestrian push button poles, traffic signal poles and other surface mounted appurtenances shall be protected in place and/or re-attached as part of this bid item.
All pull boxes within curb ramp limits shall also be adjusted to the finished grade of the new curb ramp and shall be paid for per the unit price for each respective bid item. All water or gas valve can and lids within curb ramp limits shall also be adjust ed to the finished grade of the new curb ramp and shall be paid for per the unit price for each respective bid item.
The City Engineer shall have final say regarding the case and type of curb ramp to be installed and shall retain the right to revise the ramp designation at any point prior to construction. The contractor shall verify existing grades in order to ensure full ADA compliance.
Curb ramps shall be constructed with cast-in-place detectable warning surfacing in accordance with Caltrans Standard Specifications Section 73 -1.02B, Caltrans Standard Plan A88A, and the Americans with Disabilities Act (ADA). Detectable warning surfaces shall be factory-molded tiles set directly into the fresh concrete during curb ram p construction, aligned per plan, and installed to be flush with the surrounding concrete surface.
Detectable warning surfaces shall be Federal Yellow unless otherwise specified by the Engineer and shall meet the following minimum performance criteria:
697
67 • UV Resistance per ASTM G155
• Compressive Strength ≥ 28,000 psi (ASTM D695)
• Flexural Strength ≥ 30,000 psi (ASTM D790)
• Slip Resistance ≥ 0.65 wet (ANSI A137.1 DCOF)
• Water Absorption < 0.05% (ASTM D570)
The Contractor shall submit a cut sheet of the detectable warning surface, installation details, and warranty information to the City Engineer for approval, prior to the start of construction.
The Contractor shall install panels in accordance with manufacturer's recommendations. The cost of installing detectable warning surfaces on new ramps shall be included in the cost of the curb ramp.
Retrofitting detectable warning surfaces on existing ramp or walkway surfaces shall be paid for as part of their respective bid items as outlined in “ RETROFIT TRUNCATED DOMES ON EXISTING SURFACES” of these Special Provisions.
Measurement and Payment
Measurement & Payment for Remove & Reconstruct Curb Ramp shall be on an Each Item (EA) basis and shall include furnishing all labor, equipment, tools and materials necessary for the item of work including removal of existing improvements and materials, construction of new curb ramp, including coordinating with the City Inspector to verify c ase & type, configuration and limits, removals, preparation of subgrade, temporary ramping, construction of work item, slot paving, construction of monolithic retaining curbs, adjustment of miscellaneous utility items found within the limits of construction, installation of detectable warning surfaces, finishing, and protection of the work item and no further compensation will be allowed therefore.
31. RETROFIT TRUNCATED DOMES ON EXISTING SURFACES
Detectable warning surfaces shall be installed on existing curb ramp surfaces at the locations indicated on the plans or as directed by the Engineer. Detectable warning surfaces shall conform to the provisions of the State Standard Construction Specifications, Section 73- 1.02B “Detectable Warning Surface.”
The detectable warning surface shall be surface- applied and replaceable, using Access® Tile Surface Applied - Replaceable (SA) or approved equal. The panels shall be constructed of a vitrified polymer composite (VPC) and designed for surface application using both adhesive and mechanical fasteners in accordance with the manufacturer’s recommendations.
The detectable warning surface panels shall be 4 feet wide by 3 feet deep, and Federal Yellow in color (unless otherwise directed by the Engineer). Panels shall feature factory -molded truncated domes and beveled perimeter edges, and shall conform to all applicable accessibility standards including the Americans with Disabilities Act (ADA), California Title 24, and Caltrans Standard Plans A88A.
698
68 Detectable Warning Surface panels shall meet or exceed the following performance criteria:
• Compressive Strength: ASTM D695 ≥ 28,000 psi
• Flexural Strength: ASTM D790 ≥ 30,000 psi
• Slip Resistance: ASTM C1028 or ANSI A137.1 DCOF ≥ 0.65 wet • Water Absorption: ASTM D570 < 0.05%
• UV Resistance: ASTM G155 – no significant degradation or color fading • Dome geometry and spacing shall comply with Caltrans Standard Plan A88A The detectable warning surface shall be installed on clean, dry, structurally sound existing concrete surfaces. The Contractor shall apply manufacturer-specified adhesive and install the panels using stainless-steel mechanical fasteners at the designated locations. Panels shall be installed flush with surrounding surfaces and properly aligned per plan and Caltrans standards.
On all ramps to be retrofitted with a truncated dome, if an existing lip exists as the bottom of the ramp adjacent to the flowline, the Contractor shall grind the existing curb ramp lip to achieve a 0” curb face. The grind shall be tapered at the edge of the ramp surface, as appropriate, to avoid creating a sharp elevation drop-off and shall be 0” to ½” deep and shall be at least 6” wide in a straight-line-grade. Grades within the grind area shall also be limited to 8.33%. The price of grinding the lip shall be included in the unit price for retrofitting the existing curb ramp.
The detectable warning surface shall be installed in accordance with the manufacturer’s recommendations and instructions; and the manufacturer shall provide a minimum 5-year warranty.
The warranty period shall commence on the date of acceptance.
The Contractor shall submit a cut sheet of the detectable warning surface, installation details, and warranty information to the City Engineer for approval, prior to the start of construction.
Measurement and Payment
The contract unit price paid for Each (EA) for Retrofit Truncated Domes on Existing Surfaces shall include full compensation for furnishing all labor, equipment, tools and materials necessary for the item of work including surface preparations, coordinating with the City Inspector to verify limits of grinding, grinding the existing lip, removal and disposal of debris, dust control, cutting and configuration of the truncated domes (as required), installation of the truncated domes per manufacturers recommendations, protection of the work item and no further compensation will be allowed therefore.
32. AS
PHALT CONCRETE (AC) CONSTRUCTION
A
ll asphalt concrete pavement shall conform to Subsection 203-6, “Asphalt Concrete” of the Standard Specifications and all asphalt concrete pavement shall be constructed in accordance with Subsection 302-5, “Asphalt Concrete Pavement” of the Standard Specifications as modified herein, and to the lines and grades indicated in the project plans.
A
minimum of five (5) working days prior to the paving operation, as outlined on the Contractor’s approved construction schedule, t he CONTRACTOR shall furnish to the City reports from the supplier certifying that the asphalt pavement materials and proportions comply with the designated classifications for asphalt concrete pavement as required herein, or as directed by the Engineer.
P
rime Coat will not be required on this project. Tack Coat shall be required and uniformly 699
69 applied to existing hard-s urfaced pavement including the vertical portions of all A.C. and P.C.C. surfaces to be joined. Tack coat shall be Grade SS-1h emulsified asphalt applied at 0.10 gal/yd2.
T
hree-inch and greater thickness pavement shall be laid in two courses. The asphalt concrete pavement shall conform to the following specifications:
A
pplicability Asphalt Type
6” Base AC Pavement: B2-PG 64-10
1” to 5” Wedge AC Pavement C2-PG 64-10
1” to 3” Leveling AC Pavement C2-PG 64-10
1.5” Finish AC Pavement C2-PG 64-10
0.75” Leveling AC Pavement D2-PG 64-10
T
he provisions of Section 301-1, “Subgrade Preparation”, Section 302- 5, “Asphalt Concrete Pavement”, and Section 203-6, “Asphalt Concrete”, of the Standard Specifications, shall apply to asphalt pavement except as modified and supplemented below:
C
OMPACTION TEST - The Contractor, at his expense, shall perform compaction tests on the subgrade for the roadway pavement areas.
C
ompaction tests of the subgrade which do not meet the specified requirements shall be reworked at the Contractor’s expense and re-tested. All re-tests shall be at the Contractor’s expense.
T
he Contractor’s attention is directed to the possible existence of underground improvements which may not be shown on the plans. All reasonable precautions shall be taken to preserve and protect any such improvements whether shown on the plans or not. W here it is necessary to remove and replace or to relocate such improvements in order to execute the work, they shall be removed, maintained, and permanently replaced at no expense to the City.
S
ubsection 302-5.6, “Rolling”: The following is hereby added to the first paragraph:
R
olling along a joint shall be such that the widest part of the roller is on the hot side of the joint.
Rubber tire roller shall be used on any leveling course.
S
ubsection 302-5.7, “Joints”: The following is hereby added to the first paragraph: Joint lines between successive runs shall be on lane lines.
Subsection 302-5.5, “Distribution and Spreading”, of the Standard Specifications is supplemented and amended by the following:
U
nless approved by the City Engineer, the CONTRACTOR will not be allowed to deposit the A.C. material from bottom dump trucks into a windrow then pick up said material and convey it into the paving machine by an elevating device. All areas shall be paved by depositing the A.C. material from delivery trucks directly into the paving machine hopper.
I
n addition to the requirements in Subsection 302-5.5 of the Standard Specifications, asphalt concrete shall be placed with spreading equipment equipped with fully automated screed and grade sensing controls, which shall control the longitudinal grade of the screed. 700
70 The AC Pavement shall not be placed when the atmospheric temperature is below 60 degrees Fahrenheit, or during unsuitable weather.
Unless otherwise approved by the City Engineer, all AC pavement shall be placed with a self - propelled paving machine equipped with devices for use in obtaining the most constant longitudinal grade, cross-slope grade, and maximum joint quality.
Prior to placement of the AC pavement, the Contractor shall set reference points as necessary in order that all utility valves, manholes, and vaults may be located after pavement placement. The Contractor shall cover the utilities prior to pavement placement to keep the lids clean. Care shall be taken during rolling operations not to damage the utilities. After the final pavement rolling, the Contractor shall remove any loose asphalt that may have entered the utilities during the paving operations. The Contractor shall provide all labor, materials, and equipment necessary for adjusting all utilities (unless otherwise noted) to finished grade.
Where existing AC pavement is being removed and replaced, or initially constructed, adjacent to improvements (i.e., asphalt concrete pavement, P.C.C. flatwork, AC dikes , etc.), the existing improvements shall be neatly sawcut prior to any removal, unless otherwise approved by the City Engineer. The new improvements shall then be neatly constructed and secured in place, to the satisfaction of the City Engineer, prior to acceptance of the Item of Work.
Bituminous pavement to be removed shall be removed to neatly sawed edges conforming to the limits as shown on the Plans, unless otherwise approved by the Engineer. These edges shall be preserved during intermediate operations so as to present a straight, firm and unyielding edge against which paving asphalt may be subsequently jointed and compacted. Should the Contractor fail to maintain said edge, corrections shall be made by additional cutting, as directed by the Engineer.
Certified quantity tickets for the asphalt concrete shall be submitted to the City Inspector on the job site as the material is delivered and signed, so as to certify delivery and acceptance. Any material for which quantity tickets are not submitted as th e material is delivered, will not be accepted.
Measurement and Payment
Measurement & Payment for Asphalt Concrete (AC) Construction , complete in place, shall be on a TON basis. Certified weigh tickets shall be submitted to the Engineer for all asphalt concrete pavement incorporated into the work. The unit price for asphalt concrete pavement shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to construct the pavement in a ccordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.
33. ADJUST WATER VALVE FRAME AND COVER TO GRADE
The Contractor shall adjust the existing water valve frame and cover to grade at the locations shown
on the plans. Valve box and cover shall be adjusted after finish grade has been established. The 701
71 Contractor shall make sure that the valve cans are free from debris and lift cans are properly in place.
The Contractor shall notify at least two working days prior and coordinate the water valve frame and cover adjustment work with and to the satisfaction of Jurupa Community Service District’s Water Division. Valve box and cover shall be adjusted after finish grade has been established. The Contractor shall make sure that the valve cans are free from debris and lift cans are properly in place.
Measurement and Payment
Payment for ADJUST WATER VALVE FRAME AND COVER TO GRADE shall be at the unit price bid per EACH (EA).
The contract unit price shall include full compensation for furnishing labor, tools, equipment, and materials necessary for doing the work, complete in place, and no additional compensation will be allowed.
34. TRAFFIC LOOP DETECTORS
Traffic Loop Detectors shall conform to T ypes E per Caltrans Standard Plans and as noted in the project plans.
Loops shall be installed after the paving operations are complete. Loop wire shall be installed on the same day in which the loop slots are cut. This shall include placement of the loop conductors and all associated runs and sealant.
The Contractor shall provide 48 hours notification to the City when cold milling operations will remove existing loops. The Contractor shall provide a schedule to the Engineer detailing the number of working days the loops will not be operational.
Measurement and Payment
Measurement and payment for Traffic Loop Detector shall be at the unit price bid per Each (EA) and shall include full compensation for furnishing labor, tools, equipment, and materials
necessary for doing the work, complete in place, as shown on the plans, as specified in the Standard Specifications and these Technical Specifications, and as directed by the Engineer, and no additional compensation will be allowed.
35. SIDEWALK GRINDING
Sidewalk joints and cracks with vertical offsets between 3/8 inch and 1-1/2 inches shall be ground until level with the surrounding sidewalk. The maximum taper of ground areas shall conform to the Americans with Disabilities Act (ADA) requirements and not exceed 8.33% in the direction of travel.
The minimum width of grind shall be 6”. Grinding work shall include defects running perpendicular to the direction of pedestrian travel; parallel to the direction of travel (primarily at driveways); and those areas at the sidewalk return where the sidewalk is raised above the curb. At locations where the sidewalk is sunken in relation to the top of the curb, between 3/8 inch and 3/4 inch, the top of the curb shall be ground. Where the sidewalk is raised 3/8 inch to 1-1/2 inches in relation to the curb return, the sidewalk shall be ground. The city will mark limits of grinding work in advance of the actual repairs. Offsets shall be ground to produce a smooth nonskid surface closely resembling the appearance of the adjacent concrete. The finish shall approximate a transverse broomed surface texture. The ground taper shall have a “squared off” geometric shape with straight borders. Sharp edges left by the grinding operations shall be smoothed. Grinding shall be performed so that the sidewalk surface has essentially the same or slightly rougher texture adjacent to either side of the joint or crack. Ground surfaces shall not be smooth. Grinding shall be performed so that the finish grind 702
72 has a rectangular appearance consisting of straight back line with no stray grinding marks. The a
djacent concrete shall remain untouched by the grinding process without scar or damage.
T
he Contractor shall demonstrate the sidewalk grinding operation and resulting finish and appearance at three test sites chosen by the Engineer. Should the Engineer deem the quality of the taper to be unacceptable, the Contractor shall modify his methods and/or equipment and proceed to an additional two test sites. This sequence shall be repeated until the acceptable quality is achieved. Approval of the test results shall be obtained prior to the commencement of the full-scale grinding operation. Only the methods and equipment that produce acceptable results shall be employed on the project. Areas inaccessible to the grinding machine shall be ground with a handheld grinder. The contractor shall use best management practices to prevent dust from leaving the project site.
Mea
surement and Payment
Payment for Sidewalk Grinding shall be at the price bid per L inear Foot (LF) and shall be considered full compensation for furnishing all materials, labor, incidentals, and equipment for all work involved, as described herein. No changes to payment will be made in regard to of the height of the grind.
36. U
NTREATED BASE
U
ntreated Base shall conform to the requirements of Subsection 200-2.2, "Crushed Aggregate Base," or Subsection 200- 2.4, "Crushed Miscellaneous Base," and be constructed in accordance with Subsection 301-2, "Untreated Base" of the Standard Specifications and these Technical Provisions.
A
dd to Subsection 200-2.4.1, "General" of the Standard Specifications the following:
B
rick shall not be used in crushed miscellaneous base. If any detrimental material or deleterious substance is found; it shall be cause for rejection and be removed from the site.
A
dd to Subsection 200-2.4.2, "Grading" of the Standard Specifications the following:
G
rading or blending of the material shall be done through a screening process.
A
dd to Subsection 301-2.1, "General," of the Standard Specifications the following: Untreated base material shall be either crushed aggregate base as specified in Subsection 200- 2.2 or crushed miscellaneous base as specified in Subsection 200-2.4.
Mea
surement and Payment
The contract unit price paid per TON of Untreated Base (CAB OR CMB per Bid Schedule) shall include full compensation for placement Untreated Base including furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved as specified on the Plans and in the Standard Specifications, these Technical Specifications, and as directed by the City Engineer. 703
73 SECTION E. SAMPLE CONTRACT AGREEMENT
BETWEEN
THE CITY OF EASTVALE
AND
___________________________________
This Agreement for Construction Services (“Agreement”), is made and entered into this ___ day of ________, 20 __, by and between the City of Eastvale, a California general municipal corporation organized under the laws of the State of California with its principal place of business at 12363 Limonite Ave., Suite 910, Eastvale, California (“City”) and ________________________, a California (partnership, limited partnership, corporation, etc.) (“Contractor”).
SECTION 1. RECITALS
A. City is a municipal corporation organized under the laws of the State of California, with power to contract for services necessary to achieve its purpose.
B. Contractor is a professional contractor, experienced in providing pavement rehabilitation and overlay services and is familiar with the plans of the City.
C. City desires to engage Contractor to construct public improvements associated with the Project #94001-2025 Residential Slurry Seal Project as set forth herein D. Contractor has obtained, and delivers concurrently herewith, [INSERT
APPLICABLE PERFORMANCE BOND, PAYMENT BOND, INSURANCE
DOCUMENTS AND OTHER CERTIFICATIONS] as required by the Contract.
SECTION 2. INCORPORATION OF DOCUMENTS
This Contract includes and hereby incorporates in full by reference the following documents, including all exhibits, drawings, specifications and documents therein, and attachments and addenda thereto: [INSERT APPLICABLE DOCUMENTS].
SECTION 3. SCOPE OF WORK
A. Contractor’s Basic Obligation; Scope of Work. Contractor promises and agrees, at its own cost and expense, to furnish to the Owner all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately complete the Project #94001-2025 Residential Slurry Seal Project, including all structures and facilities necessary for the Project or described in the Contract (hereinafter the "Work" or "Project"), for a Total Contract Price as specified pursuant to this Contract. All Work shall be subject to, and performed in accordance with the above referenced documents, as well as the exhibits attached hereto and incorporated herein by reference. The plans and specifications for the Work are further described in the Exhibits attached hereto and incorporated herein by this refere nce. Special conditions, if any, relating to the Work are described in the Exhibits attached hereto and incorporated herein by this reference.
704
74 B. Change in Scope of Work Any change in the scope of the Work, method of performance, nature of materials or price thereof, or any other matter materially affecting the performance or nature of the Work shall not be paid for or accepted unless such change, addition or deletion is approved in advance and in writing by a valid change order executed by the City.
SECTION 4. PERIOD OF PERFORMANCE AND LIQUIDATED DAMAGES Contractor shall perform and complete all Work under this Contract within XX working days, beginning the effective date of the Notice to Proceed ("Contract Time"). Contractor shall perform its Work in strict accordance with any completion schedule, construction schedule or project milestones developed by the City. Contractor agrees that if such Work is not completed within the aforementioned Contract Time and/or pursuant to any such completion schedule, construction schedule or project milestones developed pursuant to provisions of the Contract, it is understood, acknowledged and agreed that the City will suffer damage. Since it is impractical and infeasible to determine the amount of actual damage, it is agreed that the Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum of XXXXX Dollars ($XXX) per day for each and every calendar day of delay beyond the Contract Time or beyond any completion schedule, construction schedule or Project milestones established pursuant to the Contract.
SECTION 5. STANDARD OF PERFORMANCE
Contractor shall perform all Work under this Contract in a skillful and workmanlike manner, and consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is skilled in the professional calling necessary to perform the Work. Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Work assigned to them.
Finally, Contractor represents that it, its employees and its subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Work, and that such licenses and approvals shall be maintained throughout the term of this Contract. Any employee who is determined by the City to be uncooperative, incompetent, a threat to the safety of persons or the Work, or any employee who fails or refuses to perform the Work in a manner acceptable to the City, shall be promptly removed from the Project by the Contractor and shall not be re-employed on the Work.
SECTION 6. CONTROL AND PAYMENT OF SUBORDINATES; CONTRACTUAL
RELATIONSHIP
City retains Contractor on an independent contractor basis and Contractor is not an employee of City. Any additional personnel performing the work governed by this Contract on behalf of Contractor shall at all times be under Contractor's exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with their performance under this Contract and as required by law. Contractor shall be responsible for all reports and obligations respecting suc h additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, and workers' compensation insurance.
SECTION 7. CITY’S BASIC OBLIGATION
City agrees to engage and does hereby engage Contractor as an independent contractor to furnish all materials and to perform all Work according to the terms and conditions herein contained for the sum set forth above. Except as otherwise provided in the C ontract, the City shall pay to Contractor, as full consideration for the satisfactory performance by the Contractor of the services and obligations required by this Contract, the above referenced compensation in accordance with 705
75 compensation provisions set forth in the Contract.
SECTION 8. COMPENSATION AND PAYMENT
A. Amount of Compensation. As consideration for performance of the Work required herein, City agrees to pay Contractor the Total Contract Price of [INSERT DOLLARS] Dollars and [INSERT CENTS] Cents ($_______________) ("Total Contract Price") provided that such amount shall be subject to adjustment pursuant to the applicable terms of this Contract or written change orders approved and signed in advance by the City.
B. Payment of Compensation. If the Work is scheduled for completion in thirty (30) or less calendar days, City will arrange for payment of the Total Contract Price upon completion and approval by City of the Work. If the Work is scheduled for completion in more than thirty (30) calendar days, City will pay Contractor on a monthly basis as provided for herein. On or before the fifth (5th) day of each month, Contractor shall submit to the City an itemized application for payment in the format supplied by t he City indicating the amount of Work completed since commencement of the Work or since the last progress payment. These applications shall be supported by evidence which is required by this Contract and such other documentation as the City may require. The Contractor shall certify that the Work for which payment is requested has been done and that the materials listed are stored where indicated. Contractor may be required to furnish a detailed schedule of values upon request of the City and in such detail and form as the City shall request, showing the quantities, unit prices, overhead, profit, and all other expenses involved in order to provide a basis for determining the amount of progress payments.
City shall review and pay all progress payment requests in accordance with the provisions set forth in Section 20104.50 of the California Public Contract Code. No progress payments will be made for Work not completed in accordance with this Contract.
SECTION 9. CONTRACT RETENTIONS
From each approved progress estimate, five percent (5%) will be deducted and retained by the City, and the remainder will be paid to Contractor. All Contract retainage shall be released and paid to the Contractor and subcontractors pursuant to California Public Contract Code Section 7107.
SECTION 10. OTHER RETENTIONS
In addition to Contract retentions, the City may deduct from each progress payment an amount necessary to protect City from loss because of: (1) liquidated damages which have accrued as of the date of the application for payment; (2) any sums expended by t he City in performing any of Contractor's obligations under the Contract which Contractor has failed to perform or has performed inadequately; (3) defective Work not remedied; (4) stop notices as allowed by state law; (5) reasonable doubt that the Work can be completed for the unpaid balance of the Total Contract Price or within the scheduled completion date; (6) unsatisfactory prosecution of the Work by Contractor; (7) unauthorized deviations from the Contract; (8) failure of the Contractor to maintain or submit on a timely basis, proper and sufficient documentation as required by the Contract or by City during the prosecution of the Work; (9) erroneous or false estimates by the Contractor of the value of the Work performed; (10) any sums representing expenses, losses, or damages as determined by the City, incurred by the City for which Contractor is liable under the Contract; and (11) any other sums which the City is entitled to recover from Contractor under the terms of the Contract or pursuant to state law, including Section 1727 of the California Labor Code. The failure 706
76 by the City to deduct any of these sums from a progress payment shall not constitute a waiver of the City's right to such sums.
SECTION 11. SUBSTITUTIONS FOR CONTRACT RETENTIONS
In accordance with California Public Contract Code Section 22300, the City will permit the substitution of securities for any monies withheld by the City to ensure performance under the Contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the City, or with a state or federally chartered bank in California as the escrow agent, and thereafter the City shall then pay such monies to the Contractor as they come due. Upon satisfactory compl etion of the Contract, the securities shall be returned to the Contractor. For purposes of this Section and Section 22300 of the Public Contract Code, the term "satisfactory completion of the contract" shall mean the time the City has issued written final acceptance of the Work and filed a Notice of Completion as required by law and provisions of this Contract. The Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon. The escrow agreement used for the purposes of this Section shall be in the form provided by the City.
SECTION 12. PAYMENT TO SUBCONTRACTORS
Contractor shall pay all subcontractors for and on account of work performed by such subcontractors in accordance with the terms of their respective subcontracts and as provided for in Section 10262 of the California Public Contract Code. Such payments to subcontractors shall be based on the measurements and estimates made and progress payments provided to Contractor pursuant to this Contract.
SECTION 13. TITLE TO WORK
As security for partial, progress, or other payments, title to Work for which such payments are made shall pass to the City at the time of payment. To the extent that title has not previously been vested in the City by reason of payments, full title shall pass to the City at delivery of the Work at the destination and time specified in this Contract. Such transferred title shall in each case be good, and free and clear from any and all security interests, liens, or other encumbrances.
Contractor promises and agrees that it will not pledge, hypothecate, or otherwise encumber the items in any manner that would result in any lien, security interest, charge, or claim upon or against said items. Such transfer of title shall not imply acceptance by the City, n or relieve Contractor from the responsibility to strictly comply with the Contract, and shall not relieve Contractor of responsibility for any loss of or damage to items.
SECTION 14. DISPUTE RESOLUTION
Any separate demand by Contractor for the payment of money or damages shall be resolved in accordance with Public Contract Code Sections 20104 et seq., if applicable.
SECTION 15. TERMINATION
This Contract may be terminated by City at any time by giving Contractor three (3) days advance written notice. In the event of termination by City for any reason other than the fault of Contractor, City shall pay Contractor for all Work performed up to that time as provided herein. In the event of breach of the Contract by Contractor, City may terminate the Contract immediately without notice, may reduce payment to the Contractor in the amount necessary to offset City's resulting damages, and may pursue any other available recourse against Contractor. Contractor may not terminate this Contract except for cause.
707
77 In the event this Contract is terminated in whole or in part as provided, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. Further, if this Contract is terminated as provided, City may require Contractor to provide all finished or unfinished documents, data, diagrams, drawings, materials or other matter prepared or built by Contractor in connection with its performance of this Contract.
SECTION 16. COMPLETION OF WORK
When the Contractor determines that it has completed the Work required herein, Contractor shall so notify City in writing and shall furnish all labor and material releases required by this Contract.
City shall thereupon inspect the Work. If the Work is not acceptable to the City, the City shall indicate to Contractor in writing the specific portions or items of Work which are unsatisfactory or incomplete. Once Contractor determines that it has completed the incomplete or unsatisfactory Work, Contractor may request a re-inspection by the City. Once the Work is acceptable to City, City shall pay to Contractor the Total Contract Price remaining to be paid, less any amount which City may be authorized or directed by law to retain. Payment of retention proce eds due to Contractor shall be made in accordance with Section 7107 of the California Public Contract Code.
SECTION 17. CITY’S REPRESENTATIVE
The City hereby designates the City Engineer, or his or her designee, to act as its representative for the performance of this Contract ("City's Representative"). City's Representative shall have the power to act on behalf of the City for all purposes under this Contract. Contractor shall not accept direction or orders from any person other than the City's Representative or his or here designee.
SECTION 18. CONTRACTOR’S REPRESENTATIVE
Before starting the Work, Contractor shall submit in writing the name, qualifications and experience of its proposed representative who shall be subject to the review and approval of the City ("Contractor's Representative"). Following approval by the City, the Contractor's Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Contract. The Contractor's Representative shall supervise and direct the Work, using his best skill and attention, and shall be responsible for all construction means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Work under this Contract. Contractor's Representative shall devote full time to the Project and either he or his designee, who shall be acceptable to the City, shall be present at the Work site at all times that any Work is in progress and at any time that any employee or subcontractor of Contractor is present at the Work site. Arrangements for responsible supervision, acceptable to the City, shall be made for emergency Work which may be required. Should Contractor desire to change its Contractor's Representative, Contractor shall provide the information specified above and obtain the City's written approval.
SECTION 19. CONTRACT INTERPRETATION
Should any question arise regarding the meaning or import of any of the provisions of this Contract or written or oral instructions from City, the matter shall be referred to City's Representative, whose decision shall be binding upon Contractor.
SECTION 20. LOSS AND DAMAGE
Contractor shall be responsible for all loss and damage which may arise out of the nature of the 708
78 Work agreed to herein, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the Work until the same is fully completed and accepted by City. However, Contractor shall be responsibl e for damage proximately caused by Acts of God, within the meaning of Section 4150 of the Government Code, only to the extent of five percent (5%) of the Total Contract Price as specified herein. In the event of damage proximately caused by "Acts of God," the City may terminate this Contract upon three (3) days advanced written notice.
SECTION 21. INDEMNIFICATION
A. Indemnification. Contractor shall defend, indemnify and hold the City, its officials, officers, employees, volunteers and agents free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury, in law or equity, t o property or persons, including wrongful death, in any manner arising out of or incident to any alleged acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Services, the Project or this Agreement, including without limitation the payment of all consequential damages and attorneys fees and other related costs and expenses. Contractor shall defend, at Contractor’s own cost, expense and risk, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its directors, officials, officers, employees, agents or volunteers. Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City or its directors, officials, officers, employees, agents or volunteers, in any such suit, action or other legal proceeding. Contractor shall reimburse City and its directors, official s, officers, employees, agents and/or volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor’s obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its directors, officials officers, employees, agents or volunteers.
B. General Indemnification . Contractor agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this section from each and every subcontractor or any other person or entity involved by, for, with or on behalf of Contractor in the performance of this Agreement. In the event Contractor fails to obtain such indemnity obligations from others are required here, Contractor agrees to be fully responsible according to the terms of this section. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth here is binding on the successors, assigns or heirs of Contractor and shall survive the termination of this Agreement or this section.
SECTION 22. INSURANCE
Prior to the beginning of and throughout the duration of the Work, Contractor will maintain insurance in conformance with the requirements set forth below. Contractor will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth here, Contractor agrees to amend, supplement or endorse the existing coverage to do so. Contractor acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds in excess of the limits and coverage required in this Agreement and which are applicable to a given loss, will be available to the City. Contractor shall provide the following types and amounts of insurance:
709
79 A. Commercial General Liability Insurance using Insurance Services Office “Commercial General Liability” policy form CG 00 01 or the exact equivalent. Defense costs must be paid in addition to limits. There shall be no cross liability exclusion for claims or suits by one insured against another. Limits are subject to review but in no event less than $1,000,000 per occurrence for all covered losses and no less than $2,000,000 general aggregate.
B. Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 including symbol 1 (Any Auto) or the exact equivalent. Limits are subject to review, but in no event to be less than $1,000,000 per accident. If Contractor owns no vehicles, this requirement may be satisfied by a non -owned auto endorsement to the general liability policy described above. If Contractor or Contractor’s employees will use personal autos in any way on this project, Contractor shall provide evidence of personal auto liability coverage for each such person.
C. Workers Compensation on a state- approved policy form providing statutory benefits as required by law with employer’s liability limits no less than $1,000,000 per accident or disease.
D. Excess or Umbrella Liability Insurance (Over Primary) if used to meet limit requirements, shall provide coverage at least as broad as specified for the underlying coverages.
Any such coverage provided under an umbrella liability policy shall include a drop down provision providing primary coverage above a maximum $25,000 self -insured retention for liabilit y not covered by primary but covered by the umbrella. Coverage shall be provided on a “pay on behalf” basis, with defense costs payable in addition to policy limits. Policy shall contain a provision obligating insurer at the time insured’s liability is determined, not requiring actual payment by the insured first. There shall be no cross liability exclusion precluding coverage for claims or suits by one insured against another. Coverage shall be applicable to City for injury to employees of Contractor, subcontractors or others involved in the Work. The scope of coverage provided is subject to approval of City following receipt of proof of insurance as required herein. Insurance procured pursuant to these requirements shall be written by insurers that a re admitted carriers in the State of California and with an A.M. Best rating of A or better and a minimum financial size VII.
E. General conditions pertaining to provision of insurance coverage by Contractor.
Contractor and City agree to the following with respect to insurance provided by Contractor:
(1) Contractor agrees to have its insurer endorse the third party general liability coverage required herein to include as additional insureds City, its officials, employees and agents, using standard ISO endorsement No. CG 2010 with an edition prior to 1992. Contractor also agrees to require all contractors, and subcontractors to do so likewise. (2) No liability insurance coverage provided to comply with this Agreement shall prohibit Contractor, or Consultant’s employees, or agents, from waiving the right of subrogation prior to a loss. Contractor agrees to waive subrogation rights against City regar dless of the applicability of any insurance proceeds, and to require all contractors and subcontractors to do likewise.
(3) All insurance coverage and limits provided by Contractor and available or applicable to this Agreement are intended to apply to the full extent of the policies. Nothing 710
80 contained in this Agreement or any other agreement relating to the City or its operations limits the a
pplication of such insurance coverage.
(4) None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved in writing.
(5) No liability policy shall contain any provision or definition that would serve to eliminate so-called “third party action over” claims, including any exclusion for bodily injury to an employee of the insured or any contractor or subcontractor. (6) All coverage types and limits required are subject to approval, modification and additional requirements by the City, as the need arises. Contractor shall not make any reductions in scope of coverage (e.g. elimination of contractual liability or reduction of discovery period) that may affect City’s protection without City’s prior written consent. (7) Proof of compliance with these insurance requirements, consisting of certificates of insurance evidencing all of the coverages required and an additional insured endorsement to Contractor’s general liability policy, shall be delivered to City at or prior t o the execution of this Agreement. In the event such proof of any insurance is not delivered as required, or in the event such insurance is canceled at any time and no replacement coverage is provided, City has the right, but not the duty, to obtain any insurance it deems necessary to protect its interests under this or any other agreement and to pay the premium. Any premium so paid by City shall be charged to and promptly paid by Contractor or deducted from sums due Contractor, at City option. (8) Certificate(s) are to reflect that the insurer will provide 30 days notice to City of any cancellation of coverage. Contractor agrees to require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, or that any party will “endeavor” (as opposed to being required) to comply with the requirements of the certificate. (9) It is acknowledged by the parties of this Agreement that all insurance coverage required to be provided by Contractor or any subcontractor, is intended to apply first and on a primary, non-contributing basis in relation to any other insurance or self insur ance available to City.
(10) Contractor agrees to ensure that subcontractors, and any other party involved with the project that is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with subcontractors and others engaged in the project will be submitted to City for review.
(11) Contractor agrees not to self-insure or to use any self-insured retention’s or deductibles on any portion of the insurance required herein except as disclosed to and approved by the City and further agrees that it will not allow any contractor, subcontract or, Architect, Engineer or other entity or person in any way involved in the performance of work on the project contemplated by this Agreement to self -insure its obligations to City. City expressly approves 711
81 maintenance by the Contractor of a $100,000 deductible on its current Professional Liability insurance policy.
(12) The City reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Contractor ninety (90) days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City will negotiate additional compensation proportional to the increased benefit to City.
(13) For purposes of applying insurance coverage only, this Agreement will be deemed to have been executed immediately upon any party hereto taking any steps that can be deemed to be in furtherance of or towards performance of this Agreement. (14) Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any insurance requirement in no way imposes any additional obligations on City nor does it waive any rights hereunder in t his or any other regard.
(15) Contractor will renew the required coverage annually as long as City, or its employees or agents face an exposure from operations of any type pursuant to this Agreement.
This obligation applies whether or not the Agreement is canceled or terminated for any reason.
Termination of this obligation is not effective until City executes a written statement to that effect. (16) Contractor shall provide proof that policies of insurance required herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from Contractor’s insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewi ng or new coverage must be provided to City within five days of the expiration of the coverages.
(17). The provisions of any workers’ compensation or similar act will not limit the obligations of Contractor under this Agreement. Contractor expressly agrees not to use any statutory immunity defenses under such laws with respect to City, its employees, offic ials and agents.
(18) Requirements of specific coverage features or limits contained in this section are not intended as limitations on coverage, limits or other requirements nor as a waiver of any coverage normally provided by any given policy. Specific reference to a given c overage feature is for purposes of clarification only as it pertains to a given issue, and is not intended by any party or insured to be limiting or all-inclusive.
(19) These insurance requirements are intended to be separate and distinct from any other provision in this Agreement and are intended by the parties here to be interpreted as such.
(20). The requirements in this Section supersede all other sections and provisions of this Agreement, except Exhibit “D” “Modifications to Contract Documents”, to the extent that any other section or provision conflicts with or impairs the provisions of this Section. 712
82 (21) Contractor agrees to be responsible for ensuring that no contract used by any party involved in any way with the project reserves the right to charge City or Contractor for the cost of additional insurance coverage required by this Agreement. Any such provisions are to be deleted with reference to City. It is not the intent of City to reimburse any third party for the cost of complying with these requirements. There shall be no recourse against City for payment of premiums or other amounts with respect thereto.
(22) Contractor agrees to provide immediate notice to City of any claim or loss against Contractor arising out of the work performed under this Agreement. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor t he handling of any such claim or claims if they are likely to involve City.
SECTION 23. BONDS
A. Performance Bond. If specifically requested by City in the Bidding Documents, attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Agreement a Performance Bond in the amount of the total, not -to-exceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the City.
B. Payment Bond. If required by law or otherwise specifically requested by City in the Bidding Documents, attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Agreement a Payment Bond in the amount of the total, not -to-exceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the City.
C. Bond Provisions. Should, in City's sole opinion, any bond become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or replace the affected bond within 10 days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten (10) days prior to expiration of the original bonds. No f urther payments shall be deemed due or will be made under this Agreement until any replacement bonds required by this Section are accepted by the City. To the extent, if any, that the total compensation is increased in accordance with the Agreement, the Contractor shall, upon request of the City, cause the amount of the bonds to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City. To the extent available, the bonds shall further provide that no change or a lteration of the Agreement (including, without limitation, an increase in the total compensation, as referred to above), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor, will release the surety. If the Contractor fails to furnish any required bond, the City may terminate this Agreement for cause.
D. Surety Qualifications . Only bonds executed by an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, shall be accepted. The surety must be a California-admitted surety with a current A.M. Best’s rating no less than A:VIII and satisfactory to the City. If a California-admitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Section 995.660 of the California Code of Civil Procedure, and proof of such is provided to the City. 713
83 SECTION 24. SAFETY
Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. Contractor shall comply with the requirements of the specifications relating to safety measures applicable in particular operations or kinds of work. In carrying out its Work, the Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the Work and the conditions under which the Work is to be performed.
Safety precautions as applicable shall include, but shall not be limited to, adequate life protection and life saving equipment; adequate illumination for underground and night operations ; instructions in accident prevention for all employees, such as machinery guards, safe walkways, scaffolds, ladders, bridges, gang planks, confined space procedures, trenching and shoring, fall protection and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and adequate facilities for the proper inspection and maintenance of all safety measures. Furthermore, Contractor shall prominently display the names and telephone numbers of at least two medical doctors practicing in the vicinity of the Project, as well as the telephone number of the local ambulance service, adjacent to all telephones at the Project site.
SECTION 25. WARRANTY
Contractor warrants all Work under the Contract (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed and any non- conforming materials incorporated into the Work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in the Contract or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the Work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) Days after being notified in writing by the City of any defect in the Work or non- conformance of the Work to the Contract, commence and prosecute with due diligence all Work necessary to fulfill the terms of the warranty at his sole cost and expense. Contractor shall act sooner as requested by the City in response to an emergency.
In addition, Contractor shall, at its sole cost and expense, repair and replace any portions of the Work (or work of other contractors) damaged by its defective Work or which becomes damaged in the course of repairing or replacing defective Work. For any Work so corrected, Contractor's obligation hereunder to correct defective Work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected Work. Contractor shall perform such tests as the City may require verifying that any corrective actions, including, without l imitation, redesign, repairs, and replacements comply with the requirements of the Contract. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor. All warranties and guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the Work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Contract, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming Work and any work damaged by such work or the replacement or correction thereof at Contractor's sole expense. Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand. 714
84 SECTION 26. LAWS AND REGULATIONS
Contractor shall keep itself fully informed of and in compliance with all local, state and federal l
aws, rules and regulations in any manner affecting the performance of the Contract or the Work, including all Cal/OSHA requirements, and shall give all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with Work. If the Contractor observes that the drawings or specifications are at variance with any law, rule or regulation, it shall promptly notify the City in writing. Any necessary changes shall be made by written change order.
If the Contractor performs any work knowing it to be contrary to such laws, rules and regulations and without giving written notice to the City, the Contractor shall be solely responsible for all costs arising there from. Contractor shall defend, indemnify and hold City, its officials, directors, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Contract, from any clai m or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.
SECTION 27. PERMITS AND LICENSES
Contractor shall be responsible for securing, at its own expense, and paying for all permits and l
icenses necessary to perform the Work described herein.
SECTION 28. TRENCHING WORK
If the Total Contract Price exceeds $25,000 and if the Work governed by this Contract entails e
xcavation of any trench or trenches five (5) feet or more in depth, Contractor shall comply with all applicable provisions of the Labor Code, including Section 6705. To this end, Contractor shall submit for City's review and approval a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.
SECTION 29. HAZARDOUS MATERIALS AND DIFFERING CONDITIONS As required by Public Contract Code Section 7104, if this Contract involves digging trenches or ot
her excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify City of : (1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I, Class II or Class III disposal site; (2) subsurface or latent physical conditions at the site differing from those indicated by City; and (3) unknown physical conditions of an unusual nature at the site, significantly different from those ordinarily encountered in such contract work. Upon notification, City shall promptly investigate the conditions to determine whether a change order is appropriate. In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all Work to be performed under the Contract, but shall retain all rights provided by the Contract or by law for making protests and resolving the dispute.
SECTION 30. UNDERGROUND UTILITY FACILTIES
To the extent required by Section 4215 of the Government Code, City shall compensate Contractor f
or the costs of: (1) locating and repairing damage to underground utility facilities not caused by the failure of Contractor to exercise reasonable care; (2) removing or relocating underground utility facilities not indicated in the construction drawings; and (3) equipment necessarily idled during such work. Contractor shall not be assessed liquidated damages for delay caused by failure of City to provide for removal or relocation of such utility facilities. 715
85 SECTION 31. PREVAILING WAGES
Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 1600, et seq., ("Prevailing Wage Laws"), the Davis-Bacon Act of 1931 and 23 USC 113, which require the payment of prevailing wage rates and the performance of other requirements on "public work s" and "maintenance" projects. Contractor agrees to fully comply with such Prevailing Wage Laws.
SECTION 32. APPRENTICEABLE CRAFTS
When Contractor employs workmen in an apprenticed craft or trade, Contractor shall comply with the provisions of Section 1777.5 of the Labor Code with respect to the employment of properly registered apprentices upon public works. The primary responsibili ty for compliance with said section for all apprenticed occupations shall be with Contractor.
SECTION 33. HOURS OF WORK
Contractor is advised that eight (8) hours labor constitutes a legal day's work. Pursuant to Section 1813 of the Labor Code, Contractor shall forfeit a penalty of $25.00 per worker for each day that each worker is permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week, except when payment for overtime is made at not less than one and one-half (1-1/2) times the basic rate for that worker.
SECTION 34. PAYROLL RECORDS
In accordance with the requirements of Labor Code Section 1776, Contractor shall keep accurate payroll records which are either on forms provided by the Division of Labor Standards Enforcement or which contain the same information required by such forms. Responsibility for compliance with Labor Code Section 1776 shall rest solely with Contractor, and Contractor shall make all such records available for inspection at all reasonable hours.
SECTION 35. CONTRACTOR’S LABOR CERTIFICATION
By its signature hereunder, Contractor certifies that he is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker's Compensation or to undertake self -insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Work. A certification form for this purpose, which is attached to this Contract as Exhibit "C" and incorporated herein by reference, shall be executed simultaneously with this Contract.
SECTION 36. LABOR AND MATERIAL RELEASES
Contractor shall furnish City with labor and material releases from all subcontractors performing work on, or furnishing materials for, the work governed by this Contract prior to final payment by City.
SECTION 37. EQUAL OPPORTUNITY EMPLOYMENT
Contractor represents that it is an equal opportunity employer and that it shall not discrimi nate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the s tate or Federal Constitutions. Such non- discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. 716
86 SECTION 38. ANTI-TRUST CLAIMS
This provision shall be operative if this Contract is applicable to California Public Contract Code Section 7103.5. In entering into this Contract to supply goods, services or materials, the Contractor hereby offers and agrees to assign to the City all ri ghts, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 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 Contract. This assignment shall be made and become effective at the time the City tender final payment to the Contractor, without further acknowledgment by the parties.
SECTION 39. NOTICES
All notices hereunder and communications regarding interpretation of the terms of the Contract or changes thereto shall be provided by the mailing thereof by registered or certified mail, return receipt requested, postage prepaid and addressed as follows:
CITY CONTRACTOR
City of Eastvale [INSERT NAME]
12363 Limonite Ave., Suite910 [INSERT ADDRESS]
Eastvale, CA 91752 Attn: [INSERT NAME]
Attn: Name
Any notice so given shall be considered received by the other party three (3) days after deposit in the U.S. Mail as stated above and addressed to the party at the above address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.
SECTION 40. ENTIRE CONTRACT; MODIFICATION
This Agreement, including the attached Exhibits “A” through “F”, the advertised bid documents, associated addendas, is the entire, complete, final and exclusive expression of the parties with respect to the matters addressed therein and supersedes all other agreement or understandings, whether oral or written, or entered into between Contractor and City prior to the execution of the agreement. No prior statements, representations or other agreements, whether oral or written, made by any parties which are not embodied herein shall be valid and binding. No amendment to this Agreement shall be valid and binding unless in writing duly executed by the parties or their authorized representatives.
SECTION 41. TIME IS OF THE ESSENCE
Time is of the essence in the performance of this Contract.
SECTION 42. ASSIGNMENT FORBIDDEN
Contractor shall not, either voluntarily or by action of law, assign or transfer this Contract or any obligation, right, title or interest assumed by Contractor herein without the prior written consent of City. If Contractor attempts an assignment or transfer of this Contract or any obligation, right, title or interest herein, City may, at its option, terminate and revoke the Contract and shall thereupon be relieved from any and all obligations to Contractor or its assignee or transferee. 717
87 SECTION 43. GOVERNING LAW
This Contract shall be governed by the laws of the State of California.
SECTION 44. COUNTERPARTS
This Contract may be executed in counterparts, each of which shall constitute an original.
SECTION 45. SUCCESSORS
The parties do for themselves, their heirs, executors, administrators, successors, and assigns agree to the full performance of all of the provisions contained in this Contract.
SECTION 46. ATTORNEYS’ FEES
If either party commences an action against the other party, either legal, administrative or otherwise, arising out of or in connection with this Contract, the prevailing party in such action shall be entitled to have and recover from the losing party reasonable attorneys' fees and all other costs of such action.
SECTION 47. CLAIMS OF $375,000 OR LESS
Notwithstanding any other provision herein, claims of $375,000 or less shall be resolved pursuant to the alternative dispute resolution procedures set forth in Public Contracts Code 20104, et seq.
SECTION 48. PROHIBITED INTERESTS
A. Solicitation. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor , to solicit or secure this Contract. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other considera tion contingent upon or resulting from the award or making of this Contract. For breach or violation of this warranty, City shall have the right to terminate this Contract without liability.
B. Conflict of Interest. For the term of this Contract, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Contract, or obtain any present or anticipated material benefit arising there from.
SECTION 49. CERTIFICATION OF LICENSE
Contractor certifies that as of the date of execution of this Contract, Contractor has a current contractor's license of the classification indicated below under Contractor's signature.
IN WITNESS WHEREOF, each of the parties has caused this Contract to be executed on the day and year first above written.
718
88 CITY OF EASTVALE INSERT CONTRACTOR’S NAME
By: _________________________ By: _________________________ Signature Signature
_________________________ _________________________
Name Name
_________________________ _________________________
Title Title
Attest: Attest:
_________________________ _________________________
City Clerk Secretary
_________________________
Classification of Contractor’s License
_________________________
Contractor’s License Number
719
89 EXHIBIT "A" PLANS AND SPECIFICATIONS
T
he following plans and specifications are incorporated into this Contract herein by this reference:
T
he work for which this proposal is submitted is for construction in conformance with these bid documents, including any addenda thereto, the contract annexed hereto, and also in conformance with the 2018 Edition of the Standard Specifications for Public Works Construction (Standard Specifications), Riverside County Transportation Department Improvement Standards and Specifications, latest edition, County Ordinance No. 461 and subsequent amendments, the California Department of Transportation Standard Plans and Specifications, 2018 Edition (State Standard) and the Labor Surcharge and Equipment Rental Rates in effect on the date the work is accomplished.
T
he Plans and Specifications for the work are as follows:
• A
dvertised bid documents and associated Addendas for: 2025 Residential Slurry Seal Project
720
90 EXHIBIT "B" BID PROPOSAL
The following Bid Proposal from (Contractor’s name) are incorporated into this Contract.
[INSERT BID PROPOSAL]
721
91 EXHIBIT "C" SPECIAL CONDITIONS
Standard Erosion and Sediment Control Plan Notes:
1. Dust control shall conform to Section 10, “Dust Control”, Section 7-1.01F, “Air Pollution Control”, Section 17, “Watering”, and Section 18 “Dust Palliative” of the State Standard Specifications, Rules no. 401, 402, 403 and 403.1 of the South Coast Air Qual ity Management District (AQMD), Riverside County Code, Chapter 8.52, “Fugitive Dust Reduction Program For Coachella Valley”, all other applicable Federal and State laws, and the requirements set forth herein.
2. The Contractor is cautioned that failure to control fugitive dust may result in fines being levied by the South Coast Air Quality Management District to both the Contractor and the City of Eastvale, as owner. The Contractor shall be fully responsible for payment of all fines pertaining to air pollution control violations, resulting from Contractor’s operations related to the construction contract, which may be levied against both the Contractor and the City of Eastvale by the AQMD or other regulatory agencies. The Contractor’s attention is directed to Section 7-1.01, “Laws to be Observed” of the State Standard Specifications.
The cost of all fines levied against the City of Eastvale will be deducted from any moneys due or which may become due to the Contr actor, unless other payment arrangements are made by the Contractor.
3. Dust control of all of the contractor’s operations is required 24 hours per day, 7 days a week for the duration of the contract, and until the disturbed soil is permanently stabilized.
The Contractor shall take every precaution to prevent emissions of fugitive dust from the project site, from locations of stockpiled materials, from unpaved driving surfaces, from haul vehicles, from inactive construction areas, and from all other operations of the Contractor. The Contractor shall plan for and carry out proper and efficient measures to prevent his operations from producing dust in amounts damaging to property or which constitute a public nuisance, or which cause harm to person living or working in the vicinity of the work. Of particular concern are emissions of PM10 particles, which are fine particulate matter of 10 microns or less and which are associated with sickness and death from respiratory disease.
4. The Contractor shall respond to complaints by mobilizing equipment and personnel at the construction site within 2 hours of each complaint to control fugitive dust.
5. Attention is directed to AQMD Rule 403.1, which applies to all contracts within the City of Eastvale. That AQMD Rule requires the Contractor to take specified dust control actions when prevailing wind speeds exceed 25 miles per hour. Wind forecasts, AQMD Rules and other related information are provided by AQMD at 1- 800-CUT-SMOG and at www.aqmd.gov.
6. The Contractor shall utilize the “Best Available Control Measures” of controlling fugitive dust, as prepared by the AQMD. However, if fugitive dust crosses the project boundary, more effective control measures, including the “Best Available Control Measures” shall be implemented.
7. A site specific fugitive dust control plan shall be submitted to the City Engineer for review and approval at least 10 days prior to the start of construction.
8. The fugitive dust control plan shall include the “Reasonably Available Control Measures” and “Best Available Control Measures” of controlling fugitive dust, as may be appropriate and necessary, including by not limited to watering, application of chemical dust 722
92 suppressants, wind fencing, covering of haul vehicles, haul vehicle bed- liners, grading, planting of vegetation, the use of a 24 hour environmental observer, and track-out controls at locations where unpaved construction accesses intersect with paved roads . The use of chemical stabilizers, which are approved by all environmental regulatory agencies, and the use of reclaimed water is encouraged. If water is intended as a primary dust control tool, the dust control plan shall provide for at least one 2,000 gallon water truck for every 4 acres of disturbed soil, unless otherwise approved by the City Engineer.
9. If the Project Inspector determines that the project scope and the forecasted weather conditions are such that the Contractor’s work is unlikely to be a source of dust emissions, the Construction Engineer has the authority to waive the requirements for submittal of a dust control plan and for placement of the dust control signs described herein. However, the Contractors responsibilities for the control of fugitive dust and the other requirements of this section may not be waived.
10. A completion notice will not be filled, and the final payment will not be made to the Contractor until the areas of disturbed soil on the construction site, including roadway shoulders, are suitable stabilized for long term control of fugitive dust.
11. This signature of the Contractor on the Proposal constitutes acknowledgement by the Contractor of the dust control enforceability of those requirements.
12. Full compensation for conformance with these dust abatement requirements, including lab equipment and materials, developing water supply and incidentals, shall be considered as included in items of work, and no additional compensation will be allowed therefore.
13. The successful Contractor shall attend an AQMD PM10 Dust Control Program training session, and furnish evidence of attendance to the City Engineer. Attendance at AQMD training seminars can be scheduled the AQMD at 1 -866-861-DUST or by email to [email protected]. Current AQMD certification of previous attendance will be accepted. At that training session, the successful Contractor will be furnished with the AQMD prepared Rule 403 and Rule 403.1 implementation handbooks, which include the Best Available Control Measures” and “Reasonably Available Control Measures”, and other associated information, including a listing of suggested dust control related to devices, material and chemicals.
14. Any days on which the Contractor is prevented from working, due to the requirements of AQMD Rules, will be considered as non-working days, in accordance with Section 8-1.06, “Time of Completion” of the State Standard Specification. 723
93 EXHIBIT "D" CERTIFICATION LABOR CODE-SECTION 1861
I
, the undersigned Contractor, am aware of the provisions of Section 3700 et seq. of the Labor Code which require every employer to be insured against liability for Worker's Compensation or to undertake self -insurance in accordance with the provisions of the Code, and I, the undersigned Contractor, agree to and will comply with such provisions before commencing the performance of the Work on this Contract.
[
INSERT CONTRACTOR'S NAME]
B
y:
[INSERT NAME]
[INSERT TITLE]
724
94 EXHIBIT “E” CONTRACT MODIFICATIONS
None
725
95 EXHIBIT “F” SUPPLEMENTAL REQUIREMENTS
[
INSERT ANY OTHER FORMS/PROVISION]
726
96 FAITHFUL PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:
TH
AT, WHEREAS, THE CITY OF EASTVALE, hereinafter designated as the “City”, entered into a Contract dated ____________________________________, 20__, with ________________________________________________ hereinafter designated as the “Contractor” for the work described as follows:
______________________________ Project
WHEREAS, the said Contractor is required under terms of said Contract to furnish a bond for the faithful performance of said Contract;
WHEREAS, the Contract is by reference made a part hereof; NOW, THEREFORE, we, ________________________________________________ the undersigned Contractor, as Principal, and ____________________________________ (corporate surety), a corporation organized and existing under the laws of the State of ________________________, and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the City in the penal sum of __________________________________ dollars ($___________________), lawful money of the United States, said sum being not less than one hundred (100) percent of the total Contract amount, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT, if the above bounded Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the said Contract and any alterations thereof made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City, its officers and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue.
As a condition precedent to the satisfactory completion of the said Contract, the above obligation in said amount shall hold good for a period of one (1) year after the completion and acceptance of the said work, during which time if the above bounded Contractor, his or its heirs, executors, administrators, successors or assigns shall fail to make full, complete, and satisfactory repair and replacements or totally protect the City from loss or damage made evident during said period of one year from the date of acceptance of said work, and resulting from or caused by defective materials or faulty workmanship in the prosecution of the work done, the above obligation in the said sum shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligation of the Surety hereunder shall continue so long as any obligation of the Contractor remains.
And the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder 727
97 or the specifications accompanying the same shall, in any way, affect its obligations on this bond and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract or to the work or the specifications. Said Surety hereby waives the provisions of Sections 2819 and 2845 of the Civil Code of the State of California.
In the event suit is brought upon this bond by the City and judgment is recovered, the Surety shall pay all costs incurred by the City in such suit, including reasonable attorney’s fees to be fixed by the Court.
IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of _______________________, 20__.
____________________________________
____________________________________
Name of Surety Contractor
By:_________________________________
Title: _______________________________
____________________________________
Mailing Address of Surety and
_____________________________________ By:_________________________________ Telephone No. of Surety Title: _______________________________ By: _________________________________
Attorney in Fact
NOTE: If Contractor is Partnership, all parties must execute Bond.
IMPORTANT: Surety companies executing Bonds must appear on the Treasury Department’s most current list (Circular 570 as amended) and be authorized to transact business in California.
NOTICE: The signature of the Surety on this bond must be acknowledged before a notary public, and this bond must be accompanied by evidence of the signatory’s appointment as attorney in fact and authority to bind the Surety.
MANDATORY: The Surety shall be authorized and licensed by the California Insurance Commissioner as an “admitted surety insurer.” (See Cal. Code Civ. Proc. § § § 995.310, 995.311, 995.320) APPROVAL: Bonds must be approved by the City. In order to verify the status of the Surety as an admitted surety, the Surety shall provide the City with at least one of the following: (1) a print-out of information from the web-site of the Department of Insurance confirming the Surety is an admitted surety insurer and attaching it to the bond; or (2) a certificate from the Riverside County Clerk that the certificate of authority of the Surety has not been surrendered, revoked, cancelled, annulled or suspended and confirming that the Surety is an admitted surety and attaching the certificate to the bond. (See Cal. Code Civ. Proc. Code § 995.311). 728
98 PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS:
THAT, WHEREAS, THE CITY OF EASTVALE, hereinafter designated as the “City”, has awarded to _______________________________________________, hereinafter designated as the “Contractor” a Contract for the work described as follows:
_________________________________ Project
WHEREAS, the Contractor is required by the Contract and by the provisions of Division Third, Part 4, Title 15, Chapter 7 of the Civil Code to furnish a bond in connection with the Contract, as hereinafter set forth.
NOW, THEREFORE, we, ________________________________________________, the undersigned Contractor, as Principal, and ______________________________________, a corporation organized and existing under the laws of the State of ______________________ duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the ________________________ in the sum of _____________________ dollars ($____________________) said sum being not less than one hundred (100) percent of the total Contract amount payable by the city, under the terms of the Contract, for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT, if the Contractor, his or its heirs, executors, administrators, successors and assigns or subcontractors shall fail to pay for any materials, provisions, provender or other supplies or teams, implements or machinery used in, upon, for or about the performance of the work contracted to be done, or shall fail to pay for any work or labor thereon of any kind, or shall fail to pay any persons named in Civil Code section 3181, or shall fail to pay for amounts due under the Unemployment Insurance Code with respect to such work or labor as required by the provisions of Division Third, Part 4, Title 15, Chapter 7 of the Civil Code, or shall fail to pay for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work or labor, and provided that the claimant shall have complied with the provisions of that Code, the Surety or Sureties hereon will pay for the same in amount not exceeding the sum specified in the Contract, otherwise the above obligation shall be void. In case suit is brought upon this bond, the Surety will pay all court costs, expenses and reasonable attorney’s fee to the prevailing party to be fixed by the court.
This bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under Section 3181 of the Civil Code, so as to give a right of action to them or to their assigns in any suit brought upon this bond.
And the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way a ffect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contractor to the work or to the specifications. 729
99 IN WITNESS WHEREOF, we have hereunto set our hands and seals this _________ day of ___________________________, 20__.
____________________________________
____________________________________
Name of Surety Contractor
By:_________________________________
Title: _______________________________
____________________________________
Mailing Address of Surety and
_____________________________________ By:_________________________________ Telephone No. of Surety Title: _______________________________ By: _________________________________
Attorney in Fact
NOTE: If Contractor is Partnership, all parties must execute Bond.
IMPORTANT: Surety companies executing Bonds must appear on the Treasury Department’s most current list (Circular 570 as amended) and be authorized to transact business in California.
NOTICE: The signature of the Surety on this bond must be acknowledged before a notary public, and this bond must be accompanied by evidence of the signatory’s appointment as attorney in fact and authority to bind the Surety.
MANDATORY: The Surety shall be authorized and licensed by the California Insurance Commissioner as an “admitted surety insurer.” (See Cal. Code Civ. Proc. § 995.311) APPROVAL: Bonds must be approved by the City. In order to verify the status of the Surety as an admitted surety, the Surety shall provide the City with at least one of the following: (1) a print-out of information from the web-site of the Department of Insurance confirming the Surety is an admitted surety insurer and attaching it to the bond; or (2) a certificate from the Riverside County Clerk that the certificate of authority of the Surety has not been surrendered, revoked, cancelled, annulled or suspended and confirming that the Surety is an admitted surety and attaching the certificate to the bond. (See Cal. Code Civ. Proc. Code § 995.311). 730
100
APPE
NDIX
• Exhibit A: Project Location Map and Curb Ramp Reconstruction and Retrofit Map
• Exhibit B: Dig Out Locations Table and Locations
• Exhibit C: AC Overlay Typical Detail at Cul-de-Sac
• Exhibit D: Rubberized Pavement Certification Form and Reliable Contractor Declaration Form
• Exhibit E: Typical Details for Reference
731
EXHIBIT A
PROJECT LOCATION MAP
AND
CURB RAMP RECONSTRUCTION AND RETROFIT MAP
732
S a n B e r n a r d i n o C o u n t y
O n t a r i o C i t y L i m i t
CHINO
Eastvale
City
Lim
it
Norco
City
Lim
it
S a n t a A n a R i v er
E a s t v a l e C i t y L i m i t
E a s t v a l e C i t y L i m i t
BARON DR
2ND ST
RIVER RD
68TH ST
BELLEGRAVE AVE
6TH ST
LIMONITE AVE LIMONITE AVE
2ND ST
5TH ST
CITRUS ST
CHANDLER ST
SCHLEISMAN RD
SUM
NER
AVE
HARRISON
AVE
65TH ST 65TH ST
ARCHIBALD
AVE
ARCHIBALD
AVE
HAM
NER
AVE
HAM
NER
AVE
I15
N
I15
N
I15
S
I15
S
I15
S
LIMONITE AVE
RIVERBLUFFSLN
HARRISON AVE
BELLEGRAVE AVE
65TH ST
OAKDALE ST
68TH ST
AMBERHILL AVE
NATOMAST
BECKETTFIELD
LN
HEALYLAKE ST
HAVENSIDE CT
LYRA RD
MISSISSIPPI DR
BELLATRIX DR
58TH ST
IRISBEND AVE
STONY RIVER CIR
FIELDM
ASTER
ESTRELLAST
FRONTERA WAY
CHESTERFIELD
CT
HOMECOM
ING
CIR
FOUNTAI N DR
BLOSSOM WAY
COPPER
SKY
CONSTELLATION ST
LIVE
OAK
DR
SAGE BRUSH CIR
RO
YALW
OODS
CIR
DUSK LN
LARKDALE
CIR
PLANETARY RD
NUFFIELD CT
MONTEREY CIR
ROSEBUDDR
HEREFORD LN
LIMONITE AVE
SNOW BUNTING
CT
BAYSIDE CT
PLUMERIA CT
SENDERO AVE
M
OON SHADO
W
CT
RYLEE DR
CIELO CT
TANCY CT
CASCADE CT
GOLDFINCH CIR
FALLING RIVER CT
NASSAU CT
M
OUNTAIN
VIEW
CIR
BLAISDELL CT
COCO CT
LUCKY CT
BANYON TREE CT
KITE CT
CHAPARRALDR
PRAIRIE CIR
BENELLI CT
KOA WOOD CT
MAPLEWOOD CT
FALLINGSTAR CT
BURRAGE ST
TOMMY CT
CLEAR WATER CIR
CARNIVAL CT
BASSET CT
SALERS CT
MYSTIC CLOUD CT
HIGH COUNTRY
CIR
PEACHTREE
DR
CASPIAN CT
DUTCH CT
CALLA LILY CIR
WOODEN GATE WAY
SPANIEL CT
SAMILIN CIR
ARBORCIR
M
AYFIELD ST
SUGARCREEK CIR
HAZELW
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DR
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TROUTMAN CIR
IVYWOOD CT
BRACE ST
BEVERLY HILLS CT
FINISH DRAFT CT
SILVERTON CIR
NOBURY
CT
MAYFAIRCIR
M
ONTECITO LN
CECILLE CIR
CHEJU CIR
BLOSSOM WAY
BRETON CT
CHAROLAIS
CT
LONGLEAF CT
STANDARDBRED
CIR
CENTAURUS DR
LONETREE CT
DANCY ST
BAY BRIDGE RD
EARLY CRIMSON ST
CALEDONIA CT
LEMAITRE DR
LICHEN DR
TERRAPIN WAY
SHADY DR
WHITE HORSE CT
HIGHBURY W
AY
TAW
NY OW
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BLACKMOOR CT
ORINDA DR
GOLDENEAGLECT
APRICOT TREE LN
GLADIOLAST
ADAGIO CT
BERRY
CREEK
ST
ASHCROFT CIR
ALEXIS CIR
ORION CT
FRENCHTROTTER DR
HALL AVE
MARYLAND AVE
PEACOCK CT
PICTOR CT
VOLANS CT
ELK RIDGECT
EDGE MONT
DR
KNIGHTSBRIDGE CT
FLINT CIR
COUNTRY FAIR DR
PELICAN PEAK CT
OATFIELD AVE
MIRADA CT
GLEN ECHO CT
SILVERLAKES CT
STOCKTONDR
W
ELLS SPRINGS ST
FINCH
ST
HERTZ
PL
BEACHW
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DR
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OAKVALE CIR
BLUE SKY CT
PUMICE CTBLUESTONE CT
RAMBLEWOOD CT
BUTTERWOOD CT
MOUNTAIN BREEZE CT
TALLOW
TREE CIR
BERRYHILL
DR
SWAN LAKE MOBILE HOME PARK
RUBY CT
SHORTHORNE DR
BADGER
LN
SPRINGVALE CT
SEAVERCT
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SLATE
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RD
WOODSHIRE GLEN
CT
SHELBURNE CT
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STARDUST CT
M
O
RN
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ESTRELLA CT
LARRY
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MONTE VISTA CT
ROSEWOOD CIR
COPPER
SKY
M
ICAH ST
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GREAT FALLS ST
CAMBRIA
DR
OAK TREE LN
CAMP ROCK ST
ELLIS PARK TRL
TRADING POST CT
CALITERRA
CT
PALM
CIR
M
OONRIVER ST
CABELA ST
ROLLING MEADOW ST
GANNET ST
GROUSE ST
KASSELL RD
CAVALRY CIR
W
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ST
GOLD
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ST
PIONEER CT
OSPREY ST
HIDDEN RIVER
ALMOND GROVE CT
BLUE RIVER CT
CO
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BAYRIDGE ST
MAYCRESTAVE
PRAIRIE
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RD
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RAPIDS
DR
STAR RUBY AVE
KING ARTHUR
DR
BAY CIR
BITTERCRESS WAY
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GATHERING PL
CALF ST
SHADY TREE ST
FESTIVE DR
LAUREL DR
OAK LEAF DR
BOXWOOD
DR
TRAIL RIDERS W
AY
MERIDIAN CT
GALE LN
HEATHGROVE DR
CALINA LN
JADE CT
KENSINGTON CT
LANDERWOODDR
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DR
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GOLD SPIRIT ST
M
ARIGOLD ST
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W
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LONGBRANCH ST
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ST
TARAH ST
STONEBROOK CT
BLUE ROCK CT
SOARING
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HUNTERVALE DR
JUBILEE PL
LARGODR
NILE WAY
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ST
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DR
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WEEPING WILLOW CT
TISDALEST
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N
ST
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FOUNTAINBROOK
LN
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ALVARADO LN
GLAZIER LN
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NO
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ST
PRAIRIE ROSE LN
LITTLE RIVER RD
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BALTIMORE ST
ASPEN LEAF LN
FOXTROT WAY
SUM
NER AVE
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AY
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NORTHFORK DR
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GR
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W
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QUARTER HORSE DR
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INDIAN
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RD
PRAIRIE SMOKE RD
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ORCHID DR
COLEMAN CT
OLMSTEAD ST
COTTAGE
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DR
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SIENNA PL
ITHICA DR
GULFSTREAM CT
FALLSGROVE DR
EDINBURGH RD
CAXTON ST
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ALTFILLISCHCT
GRANJA
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DEL
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COYOTE
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NIGHTINGALE CT
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W
AY
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IRON
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M
ADDOX CT
W
OLFHOUND ST
PINTAIL LOOP
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HILLS
DR
TIG
ARD
LN
CAYUGA W
AY
CORONA
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STERN CT
SANDHILL CRANE RD
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FALL CREEK DR
EVERGLADES ST
L A PRADERA WAY
HILL
GROVEST
PORT ARTHUR DR
FOXPOINT
CT
BENGAL
WAY
BLOSSOM WAY
M
ULAN ST
CONCERTO DR
NARCISSE
DR
PRIMROSE RD
BLUE RIBBON LN
SETTLERS
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HONEY B
RO
O
K
CT
STRATUS CT
CHANNEL CT
VILLAGE DR
COLDBROOK CIR
HAM
NER AVE
SIMAS CT
MEADOWVALE ST
BLUEBELL
ST
TERP CT
BLUE CRAB CT
JERSEY ST
LANCELO
T
DR
NO
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FLAGSTAFF DR
LEIGHTON
DR
ALDERGATEDR
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CREEK
DR
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LLYHEATH CT
W
HITEW
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GR
O
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HIDDEN WATER RD
TABLE BLUFF CIR
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AVE
W
HITE
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D CT
CEDAR GROVE CT
ROUNDWOOD DR
RETRIEVER ST
SELBY AVE
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ST
ORTEGA CT
CLEM
SON
DR
DOVE
VALLEY
W
AY
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W
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HARVEST VALLEY AVE
CABRILLO
WAY
SYMPHONY DR
ANZA VISTA CT
ASHW
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LEILANI CT
FAIRCHILD DR
ANNANDALEPL
BRIDGEWATER DR LIVEOAKDR
HEISLER ST
RONDO
DR
DEL REY CT
SWAN LAKE AVE
BEECHWOOD CT
EVERGREEN DR
SERENADEDR
RAE CT
HOOPER
BAY
RD
LINDSEY CT
CANDRA DR
ALDERWOOD AVE
ROSELAICT
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SA CT
COBBLE
CREEK
DR
PLAYFAIRW
AY
GOLD CREEK DR
BECKER DR
SW
IFTW
ATER
CT
HOP
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RD
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FOXHOLLOW CIR
PIMLICO
PL
SOLEIL DR
KENTON PL
ENCLAVEDR
HAWTHORNE AVE
PATTISONST
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GROVE
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W
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CT
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ST
CHLOECT
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ST
MONET DR
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Y
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CATTLEMAN
DR
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OPERA CT
LOURENCO LN
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ST
CAROLINAS
LN
BRAMBLE ST
GREENRIVER DRM
OONFLOW
ER
DR
M
C
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CT
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ST
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ST
TREASURE
DR
OLD
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LN
ROSEW
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AY
HIDDEN VALLEY ST
PEACH GROVE LN
CORTLAND ST
WOODLANDS ST
COOL SPRINGS ST
LILYROSE STBEAVER CREEK DR
FESTIVAL
W
AY
OLITE DR
HAZELNUT DR
GLORY DR
BAY ST
BURBANK RD
ALPINE
ST
COFFEEBERRY DR
STAFFORD ST
CRIPPLE CREEK
DR
SNOWDROP ST
NUT GROVE AVE
KOURTNEY CT
NICOLE CT
PRAIRIE ISLAND CIR PARKWOOD AVE
STONE
BROOK
DR
RIO LOBO CIR
LONSDALE
CT
STONEGATE DR
M
AGGIE LN
FOOTHILL DR
JACK LN
DANDELION ST
FUJI ST
ANGELINE
FALLS
W
AY
W
HITE M
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W
ESTERLY W
AY
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LAURELWOODAVE
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ROCKROSE CT CANYON CREST
W
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RD
SUNGOLD AVE
PINEW
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DEER CANYON
LIMESTONE LN
RED
G
OLD
ST
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VALLEY
M
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W
AVE
LONGHORNEDR
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DR
W
HISPERW
IND DR
PEAR
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PROSPECTOR CT
MURWOOD
COOL MEADOW DR
BLACK HORSE ST
MEADOWBROOK LN
CLORIS ST
BRIAR ST
NORWEGIAN ST
HUNGARIAN ST
SUNNY BROOK LN
MUSTANG ST
PADDLEW
HEEL DR
ELDERBERRY
AVE
LEMON VALLEY
AVE
SILVERW
OOD DR
CAMPOLINA DR
CARNATION ST
BRIGHT WATER CIR
TURF PARADISE ST
W
ILD ROSE DR
EAGLE RIVER RD
O
SAG
E
RIVER
CT
LUCITE DR
RIVER
DO
W
NS DR
GOLDEN
CLUB
DR
ANNIKA W
AY
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HARROW
ST
PARK
CIR
EXCELSIOR
DR
RIVER BANK LN
THISTLEDOW
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M
APLE
GLEN
DR
ROLLING STREAM PL
PAINTED CANYONDR
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ESTOW
N AVE
ASTERLEAF LN
WIND RIVER RD
PINENUT PATH
BITTERSWEET LN
PROMONTORY LN
SILAS PHELPS DR
ARCADIA
ST
CATALINA ST
KING
SLEY CT
BASHKIR ST
LANDINGCT
CLEM
ENTINE DR
AGOURA ST
GAM
EBIRD
ST
EASTERNSHORE DR
RICK LN
AVENLY GLEN WAY
PEBBLE
CREEK
DR
CYPRESS DR
SUGARLOAF DR
ROARING CREEK CIR
BLACKBIRD LN
SERENITY
FALLS
RD
GOLDENROD DR
REDHAVEN
ST
M
EEKER
DR
ALDER DR
GARDENIACT
FALCON RIDGE RD
WISEMANDR
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RAINIER AVE
W
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WOODSIDE ST
JIMSONCT
EMMERGLEN WAY
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CARROLLTON PL
CANOPY
LN
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PL
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BRIDAL TRAIL CIR
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W
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AY
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AY
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DR
TOM
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SHORTHORN DR
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ER LN
M
AX W
AY
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CT
EMPIRE CT
PETER
W
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CT
HUDSON RIVER DR
BODEGA CT
YUM
A TERRACE CT
COLEBROOK DR
DALEBROOK DR
WHISPERING HILLS DR
DELAW
ARE RIVER DR
LARSEN
BAY
ST
VIENNA DR
DEER CREEK DR
BURBANK RD
SANSOME CT
TRACEY WAY
ALTAIR CT
PRESIDIO
RD
SEQ
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BOULDER
CREEK
DR
NORDLAND DR
APPLE GROVE CT
FEATHER DR
BABBLING BROOK WAY
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HIGHLAND
DR
HELLM
AN AVE
VERONA PL
CLEVELAN
D BAY CT
CACTUS FLOWER ST
RIO GRANDE DR
RIVERGLEN
CT
JASPER LOOP
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IBIS DR
STAM
PEDE ST
W
OODGLEN LN
FOW
LER LN
LAVONDA ST
TOPEKA CT
MCINTOSH CT
KAYAK ST
M
ACKINAW
CT
CAMPFIRE PL
EASTER BAY DR
KERN RIVER DR
DEARBORN ST
PRELUDE ST
REDOAK
DR
TOURM
ALINE
DR
CITRUS
VALLEYAVE
SLEEPY CREEK DR
SERENITY
ST
LOW
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CREEK
ST
FERN
CT
FOREST WIN D ST
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PINEG
ROVE
PL
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CT
W
OOD CANYON CT
ASHFORD M
ILL CT
CREEKSANDCT
SAN REMODR
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BETHANY CT
WANDERING RILL CT
GRAY HAW K CT
SYDNEY CT
COYOTE VALLEY ST
PERKINS CT
CANTERCOVECT
NORIC CIR
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GREENBELT RD
CASABLANCA CT
M
ARK TW
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JANTINA CT
POPPY VIEW CT
PARK
CIR
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DR
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A ST
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FAIRLANECIR
EG
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ROSE M
ARIE LN
LIM
ONIUM
LN
SPRINGCREST
ST
ARCHIBALD AVE
SPRINGWATER LN
BELYNN CT
BLUEFIELD CT
SMITH RIVER RD
MAYBERRY CIR
CORNFLOW
ER CT
CITRUS ST
ASPEN GROVE RD
RUNNING DEER CI R
CURRENT DR
PLUM
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SPRUCE GROVE CT
EAGLEBLUFF LN
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AY
BLUE ASH CT
CHERRY
CREEK
CIR
HEATHER LEE ST
JANELLE CIR
BLACKHAWK RD
HAZEL
ST
CRESCENDO
CT
FALL W
AY
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REPOSACT
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FLEUVE CIR
SHINKLE DR
VANDEWATER
ST
STRATUS ST
DELAW
ARE
PARK
CT
SORRELLN
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PINE GROVE LN
W
HITE OW
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RIVERBOAT DR
LAKESHOREST
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RICO CT
GINKO CT
AGUA
CLARACIR
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BRASS RING LN
E
LK
GROVE DR
KAW
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ANG
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PERRY ANN CIR
DOLLY CT
LAUREL CT
SHALLOW BROOK CT
COLDWATER CT
CHARIOT RD
SADDLE CIR
EAST CREEK CT
HENRY ST
EMERALD CANYONCT
PARK CITY DR
BRO
OKSHIRECT
TWIN CREEK CT
LAS
BRISAS
CT
SILVER SADDLE CT
BRUSH CREEK CT
G
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M
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NFLO
W
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CT
HEATHERWOOD DR
RIVER DOWNS ST
RUBY
GIANT
CT
SOFTWOOD CT
MOSSWOOD CT
TALASI DR
CRIO LLA CIR
BERTS WAY
CANTATA DR
ALDER BROOK LN
S
AGE
W
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CT
CASA
DE
M
ARIA
CT
MILTON ST
STILLBROOK W
AY
BARNETT LN
PAUL ST
ROCK ROSE CT
OLDGROVE CIR
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RIVER
RD
M
IDNIGHT
ROSE
CIR
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SUNRISECIR
W
HIPPET ST
BLACK FOREST DR
TENNESSEE
RIVER
CT
FISKE
DR
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CT
AQUILA WAY
QUARRYCREEKCT
ALPACACT
RUBY CANYON DR
RIVERBOAT DR
MERIDIAN ST
M
USK
MALLOWCT
ARM
OUR
CIR
M
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M
IST
DR
RO
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DIAM
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CT
W
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W
AY
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SPICEW
O
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JAMBOREE DR
ELYSSE
ST
ROWEN CT
FLORENCE ST
REBECCA RYAN CT
JAM
ES
RIVER
DR
HUNTERS RUN CT
BALDEAGLEDR
RAFT
CIR
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SPRING
S
CT
SKOKORAT CT
TERRITORY
LN
THISTLE
ST
MARBLEWAY
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CT
GRAPEWINST
SCHLEISMAN RD
FARMBOROUGHCT
SW
ISS CT
AUTUMNCREEKCT
TRINITY DR
WATERVILLECT
RIVER RD
DEW DROP CT
SNAPDRAGON ST
CHANDLER ST
PERSIMMON CT
BARW
ICK
CT
M
ADERA CT
PLUMMER CREEK
CT
CANOE DR
HOLLYWOOD AVE
SILENT STREAM CT
ROSS
ST
FABIOLA LN
COLUMBIA LN
SALINE DR
COMFORT COVE LN
RIVERTRAILS DR
BISONCT
ESTANCIALN
ORCHARD DR
RASPBERRY CT
W
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SW
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VER CT
W
INTERBERRY W
AY
COLONIAL
DOW
NS
ST
ROCKCANYON CT
OOSTEN FARMS RD
DEERPATH CIR
POINTER LOOP
OAKHURST
ST
DAIRY ST
SW
AN CREEK DR
KAMELIA ST
BREEZE LN
ANDARAVIDA
RD
W
INDFLOWERCT
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DAPHNE
ST
BURRINGTON ST
DEL
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HOM
ECOMING DR
CLEAR CANYON
CT
FOURW
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CT
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TURTLE M
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G
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M
ASSYHARRI S WAY
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T HSTO N
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CIR
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STAR GAZER CT
HAIDER CT
KNOWLWOOD CT
IRIS CT
POM
EGRANATE CT
LAVENDER ST
LOWELL ST
CASTLE RD
W
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GOLDCRES T LN
ROCK CREEK CT
GREY HERON CT
LOKAI CT
HALL AVE
RIVER
RD
BRISTOL BAY CIR
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M
O
ON FLO
W
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BLUE M
IST CT
DRAKE DR
MEADOWSWEETDR
RED
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BULL
THISTLE
CT
TIGER HORSE CIR
FRANKLIN LN
EL DORADO DR
BRAM
A ST
BARON DR
GRAYLING DR
TW
INSPUR
CT
KISOCT
DAFFODIL CT
LILAC CT
BRYSON AVE
LOTUS ST
LEM
ON G
RASS AVE
WARM CREEK CT
CARICT
ROSEBAY
CT
STARFLOWER CT
POTTER
VALLEY
DR
VERNAL SPRING CT
SHADY KNOLL DR
RYAN LN
JEANNIE ANN CIR
FERN CRE EK
CT
DEEPWATER BEND RD
BRIANHEAD
DR
PANTANERIO
DR
APPLEMOSS CT
POTTER CREEK DR
SILVERW
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W
AY
SADDLETREE
CT
LOST
FORT
PL
SCHOLAR W
AY
SCHLEISMAN RD
HUNTER RD
SAN ALISO CT
LA
M
ESA
ST
GRE E
N
GRASS
CT
CELEBRATION DR
HAVENHURST ST
BRANCH
CT
SEASIDE
ST
LOS ROBLES CT
SAND
DUNES
ST
ARMADILLO
DR
ANNEBURY DR
BRIGHT
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CT
BLAZING STAR DR
DAYBREAK DR
PERIDOTCT
TAYLOR W
AY
M
EURICE
CIR
EM
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DOW
NSST
JARDENE ST
CORALWOODCT
DUSTYTRAIL RD
LYNDSEY ST
EDGEWOODDR
PHEASANT WAY
OHIO
RIVER DR
WOODLAND DR
BEACONSFIELD LN
ENGLISH SETTER ST
BORGES ST
SILVEIRA ST
ICELANDIC
ST
EL PRADO AVE
KAISHA ST
LAKE
SPRINGS
ST
W
HITEW
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BUCKHART ST
LAUREL ST
W
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W
AY
COSM
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BURROW
S
W
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M
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RIDGE
M
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RD
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ST
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ST A
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RD
SHEFFIELD
ST
AMBERVIEW PL
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DOCK
DR
SUMMIT DR
W
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I 15
I 15
KENDRA LN
BRAYTON AVE
PROVIDENCE WAY
I15
I 15
MONTEREY
CIR
VILLAGE
DR
Mill Creek
Cucam
onga Creek
DAIRYLAND
PARK
MCCUNE
FAMILY
PARK
RIVER
TRAILS
PARK
HARADA
HERITAGE
PARK
ORCHARD
PARK
VERNOLA PARK
JAMES
C HUBER
PARK
RIVER
WALK PARK
HARMONY PARK
LIMONITE
MEADOWS
PARK
CEDAR
CREEK PARK
PACER
PARK
SILVERLAKES
PARK
CAMBRIA PARK
CLARK
PARK
SUNDANCE PARK
FAIRVIEW PARK
MOUNTAIN
VIEW PARK
MOON RIVER
PARK
PROVIDENCE
RANCH PARK
KIPS
KORNER
PARK
TED
BROOKS
PARK
DELAWARE
GREENBELT PARK
HALF MOON
PARK
DEER CREEK
PARK
NEIL
SNIPES
PARK
MAKIN/SHEARER
SPORTS COMPLEX
STAGECOACH
PARK FUTURE
AMERICAN
HEROES PARK
COMMUNITY
CENTER PARK
LAKE
NORCONIAN
SWAN LAKE
CITY OF EASTVALE
S a n B e r n a r d i n o C o u n t y
E a s t v a l e C i t y L i m i t s
HAM
NER AVERIVERSIDE DR
BELLEGRAVE AVE
CANTU-GALLEANO RANCH RD
MISSION BLVD
I 15
HAM
NER AVE
M
ILLIKEN AVE
HW
Y 60
MISSION BLVD
GOO
DM
AN W
AY
RIVERSIDE DR
BELLEGRAVE AVE
SHARP ST
MICRO DR
HARVEST DR
SAMANTHA DR
CAMBRIA DR
DAYBREAK DR
GATHERING PL
PHILADELPHIA AVE
HARMONY DR
HOMECOMING
CIR
GREYSTONE DR
HWY 60
I 15
MISSION BLVD
PHILADELPHIA AVE
HWY 60
HWY 60
Eastvale MDP Ln E2 Stg 2 BsnEastvale MDP Ln E2 Stg 2 Bsn §¨¦15
ÄÅ60
ÄÅ60
Path: G:\DATA\EASTVALE\ROADWAY_MAINTENANCE\SS_Differences\0221\Street_Network_SS.mxd 5 0 2000 40001000
Feet
0 0.25 0.5
Miles
733
KEY:
Yellow = REAS Type II Seal
Red = Cape Seal
Green = Cul-de-Sacs with 1.5” Coldmill and 1.5” Overlay Project Area #1
734
KEY:
Yellow = REAS Type II Seal
Red = Cape Seal
Green = Cul-de-Sacs with 1.5” Coldmill and 1.5” Overlay Project Area #2
735
KEY:
Yellow = REAS Type II Seal
Red = Cape Seal
Green = Cul-de-Sacs with 1.5” Coldmill and 1.5” Overlay Project Area #3
736
KEY:
Yellow = REAS Type II Seal
Red = Cape Seal
Green = Cul-de-Sacs with 1.5” Coldmill and 1.5” Overlay P
roject Area #4
737
KEY:
Pink = Retrofit Curb Ramp
Light Blue = Reconstruct Curb Ramp
Pro
ject Area #2
Retrofit Curb Ramp
Forest Wind St. Reconstruct Curb Ramp
738
KEY:
Pink = Retrofit Curb Ramp
Light Blue = Reconstruct Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
739
KEY:
Pink = Retrofit Curb Ramp
Light Blue = Reconstruct Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
Reconstruct Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
740
KEY:
Pink = Retrofit Curb Ramp
Light Blue = Reconstruct Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
741
KEY:
Pink = Retrofit Curb Ramp
Light Blue = Reconstruct Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
ASPEN GROVE RD.
742
KEY:
Pink = Retrofit Curb Ramp
Light Blue = Reconstruct Curb Ramp
Retrofit Curb Ramp
CEDAR CREEK RD.
743
KEY:
Pink = Retrofit Curb Ramp
Light Blue = Reconstruct Curb Ramp
Project Area #3
Retrofit Curb Ramp
Retrofit Curb Ramp
MISSISSIPPI DR.
Reconstruct Curb
Ramp
Reconstruct Curb Ramp
744
KEY:
Pink = Retrofit Curb Ramp
Light Blue = Reconstruct Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
OHIO RIVER DR.
745
KEY:
Pink = Retrofit Curb Ramp
Light Blue = Reconstruct Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
Retrofit Curb Ramp
746
KEY:
Pink = Retrofit Curb Ramp
Light Blue = Reconstruct Curb Ramp
Retrofit Curb Ramp
Reconstruct Curb Ramp
Reconstruct Curb Ramp
Reconstruct Curb Ramp
MISSISSIPPI DR.
747
EXHIBIT B
DIG OUT LOCATIONS TABLE
AND LOCATIONS
748
Street Name Location Description Width (ft) Length (f) Total Sq Ft. 1 Mackinaw Ct. Mackinaw Ct. to Mississippi Dr. 7111 Mackinaw Court, Eastvale, CA 8 20 160 2 Mackinaw Ct. Mackinaw Ct. to Mississippi Dr. 7091 Mackinaw Court, Eastvale, CA 20 80 1600 3 Mackinaw Ct. Mackinaw Ct. to Mississippi Dr. 7066 Mackinaw Court, Eastvale, CA 36 65 2340 4 Mackinaw Ct. Mackinaw Ct. to Mississippi Dr. 7041 Mackinaw Court, Eastvale, CA 8 160 1280 5 Mackinaw Ct. South of Mackinaw Ct and Ohio River Dr. Intersection 7121 Mackinaw Court, Eastvale, CA 20 35 700 6 Ohio River Dr. East of Mackinaw Ct. and Ohio River Dr. Intersection 7154 Mackinaw Court, Eastvale, CA 8 120 960 7 Ohio River Dr. On Ohio River Dr. near 7124 Ohio River Dr. 5 15 75 8 Ohio River Dr. On Ohio River Dr. near 7114 Ohio River Dr. 8 13 104 9 Ohio River Dr. On Ohio River Dr. 7114 Ohio River Dr., Eastvale, CA 8 13 104 10 Mississippi Dr. Intersection of Mississippi Dr. and Mackinaw Ct. 7131 Mackinaw Court, Eastvale, CA 6 40 240 11 Mississippi Dr. On Mississippi Dr. 12453 Mississippi Dr. 12 25 300 12 Mississippi Dr. On Mississippi Dr. 7102 Mississippi Dr. 8 10 80 13 Mississippi Dr. On Mississippi Dr. 7122 Mississippi Dr. 8 15 120 14 Mississippi Dr. On Mississippi Dr. 12423 Mississippi Dr. 12 70 840 15 Mississippi Dr. On Mississippi Dr. 12413 Mississippi Dr. 8 30 240 16 Mississippi Dr. On Mississippi Dr. 12403 Mississippi Dr. 8 30 240 17 Mississippi Dr. On Mississippi Dr. 12373 Mississippi Dr. 12 100 1200 18 James River Dr. On James River Dr. 7075 James River Dr. 10 10 100 19 James River Dr. On James River Dr. North of 7075 James River Dr. 8 40 320 20 Feather Dr. On Feather Dr. 12373 Feather Dr. 12 12 144 21 Forestwind St. On Forestwind St. Southwest of Forestwind St. and Shady Knoll Dr. 8 100 800 22 Blackhawk Dr. On Blackhawk Dr. 6797 Blackhawk Dr. 6 36 216 23 Prospector Ct. On Prospector Ct. Easternmost Point on Ct.- 13503 6 20 120 24 Aspen Grove Rd. On Aspen Grove Rd. 13525 Aspen Grove Rd. 10 30 300 25 Apple Moss Ct. On Apple Moss Ct. 13765 Apple Moss Ct. 8 50 400 26 Apple Moss Ct. On Apple Moss Ct. 5864 Apple Moss Ct. 11 35 385 27 Pine Grove Pl. On Pine Grove Pl. 5879 Pine Grove Pl. 18 30 540 28 Festival Wy. On Festival Wy. Near Entrance of Festival Way 6 130 780 29 Koawood Ct. On Koawood Ct. 7989 Koawood Ct. 16 18 288 14976TOTAL
Exhibit B - Dig Out Locations Table
749
DIG OUT LOCATIONS
750
EXHIBIT C
AC OVERLAY TYPICAL DETAIL AT CUL-DE-SAC
751
CURVE CURVE
R/W
FLFLEGEG
752
EXHIBIT D
RUBBERIZED PAVEMENT CERTIFICATION FORM
AND
RELIABLE CONTRACTOR DECLARATION FORM
753
STATE OF CALIFORNIA Grantee Name
Department of Resources Recycling and Recovery (CalRecycle) CALRECYCLE 739-TRP (08/2013) Grant Numbe,:
I
Rubberized Pavement Certification
The Rubberized Pavement Certification form must be submitted with the payment request form(s). By signing this form, the signator certifies, under penalty of perjury, that the information provided below by the rubberized pavement (RP) manufacturer, binder supplier or contractor is true and accurate.
Grantee: Request completion of this form by each RP manufacturer, binder supplier or contractor. Review form for completeness and submit form to CalRecycle with payment request form(s). Retain supporting documentation that only California-generated waste tires were used for this grant project.
RP manufacturer, binder supplier or contractor: See instructions on the next page, complete and submit form to Grantee.
RP MANUFACTURER, BINDER SUPPLIER OR CONTRACTOR NAME: EMAIL:
CONTACT NAME: PHONE: FAX:I
ADDRESS: WEBSITE:
SUPPORTING DOCUMENTATION REQUIREMENT
0 CERTIFICATE OF ORIGIN OR ACCEPTABLE SUPPORTING DOCUMENTATION ATTACHED (SEE FOOTNOTES ON NEXT PAGE) Product Description Manufacturer Name Quantity I Passenger Tire Number of PTE's Choose either Crumb Rubber or (lbs.) (divided) DivertedEquivalent (PTE) = Crumb Rubber Modifier
Crumb Rubber EXAMPLE 25,000 I 12 lbs/tire = 2,083
=I
=I
TOTAL:
The Product Provider agrees to be bound by the Audit/Records Access requirements of the above-referenced Grant. See next page for additional detail.
I certify under penalty of perjury that the material provided to the above-named grantee was manufactured from only California-generated waste tires. I understand that if it cannot be verified that the source of the material is from only California-generated waste tires, or an audit discloses the use of non- California tire rubber, that the Ca/Recycle may deny reimbursement or require the grantee to return all grant funds previously paid under this grant, and that the grantee may seek reimbursement from the above-named RP manufacturer, binder supplier or contractor.
Signature of Authorized Signer for RP manufacturer, binder supplier or contractor Print Name Title Date 754
INSTRUCTIONS:
Grantee to provide:
1. Grantee Name: Complete full legal name as it appears on the Rubberized Pavement Grant Program Grant Agreement Cover Sheet.
2. Grant Number: Enter assigned grant number.
RAC manufacturer, binder supplier or contractor to provide:
1. Contact information: Provide your business' contact information in this section.
2. Supporting documentation requirement: Provide the Grantee with copies of supporting documentation that validates only California-generated waste tires were used for this grant project and that the waste tires were processed in California. Acceptable forms of supporting documentation include:
Certificate of Origin (if completed by a California Processor) or a Bill of Lading and Manifest documentation for non-California processors.
3. Number of tires diverted: Provide the total number of tires diverted in Passenger Tire Equivalents for this project. Include both the number of pounds of crumb rubber and the calculated number of Passenger Tire Equivalent (PTEs ): Use 12 pounds of crumb rubber per PTE.
4. Signature of RAC manufacturer, binder supplier or contractor: This form must be signed by an authorized signer from the RAC manufacturer, binder supplier, or contractor. Provide the completed form, with supporting documentation, to the Grantee.
AUDIT/RECORDS ACCESS:
The Product Provider agrees that CalRecycle, the Department of Finance, the Bureau of State Audits, or their designated representative(s) shall have the right to review and to copy any records and supporting documentation pertaining to this Certification or the products certified herein. The Product Provider agrees to maintain such records for possible audit for a minimum of three (3) years after final payment date or grant term end date, whichever is later, unless a longer period of records retention is stipulated, or until completion of any action and resolution of all issues which may arise as a result of any litigation, dispute, or audit, whichever is later. The Product Provider agrees to allow the designated representative(s) access to such records during normal business hours and to allow interviews of any employees who might reasonably have information related to such records. Further, the Product Provider agrees to include a similar right of the State to audit records and interview staff in any contract or subcontract related to this Certification or the products certified herein. 2 755
Department of Resources Recycling and Recovery
FiRM Branch
State of California
RELIABLE CONTRACTOR DECLARATION
CalRecycle 168 (REV. 04/2024)
This form must be completed and submitted to the Department of Resources Recycling and Recovery (CalRecycle) prior to authorizing a contractor(s) to commence work. Failure to provide this documentation in a timely manner may result in nonpayment of fun ds to the contractor(s).
This form is intended to help the CalRecycle’s Grant ees comply with the Reliable Contractor Declaration (formerly Unreliable List) requirement of their Terms and Conditions.
The Reliable Contractor Declaration
(formerly Unreliable List) provision requires the following:
Prior to authorizing a contractor(s) to commence work under the Grant, the Grantee shall submit to CalRecycle a declaration signed under penalty of perjury by the contractor(s) stating that within the preceding three (3) y
ears, none of the events listed in Section 17050 of Title 14, California Code of Regulations, Natural Resources, D ivision 7, has occurred with respect to the contractor(s). Please see the end of this page or refer to the California Code of Regulations (https://oal.ca.gov/publications/ccr/).
If any of the
events listed in Section 17050 have occurred, disclosure is required but will not necessarily result in CalRec
ycle refusing to approve the contractor. A signed statement explaining the facts and circumstances
of the events must be attached to and submitted with
this form.
Contractor: Complete t
he form and send original to the Grantee.
Grantee: Scan the form and upload it to the grant in CalRecycle’s Grant Management System.
For further instruction about logging into the Grant Management System and uploading this form, reference the Procedures and Requirements. Retain the original form in your grant file.
Grantee Information
Grantee Name:
Grant Number:
Primary Contact Name:
Contractor Information
Contractor Name:
Authorized Contractor Representative Name:
Mailing Address:
As the authorized representative of the above identified contractor, I declare under penalty of perjury under the laws of the State of California that within the preceding three (3) years, none 756
Department of Resources Recycling and Recovery
FiRM Branch
State of California
RELIABLE CONTRACTOR DECLARATION
CalRecycle 168 (
REV. 04/2024)
of the events listed in Section 17050 of Title 14, California Code of Regulations, Natural Resources, Division 7, has occurred with respect to the above identified contractor.
Alternatively, as the authorized representative of the above identified contractor, I declare under penalty of perjury under the laws of the State of California that within the preceding three (3) years, if any of the events listed in Section 17050 of Title 14, California Code of Regulations, Natural Resources, Division 7, has occurred with respect to the above identified contractor, I have disclosed all such occurrences in an attached signed statement that explains the facts and circumstances of the listed events.
Signature Date
757
Department of Resources Recycling and Recovery
FiRM Branch
State of California
RELIABLE CONTRACTOR DECLARATION
CalRecycle 168 (
REV. 04/2024)
Title 14 CCR, Division 7, Chapter 1
Article 5. Unreliable Contractors, Subcontractors, Borrowers and Grantees Section 17050. Grounds for Placement on Unreliable List The following are grounds for a finding that a contractor, any subcontractor that provides services for a board agreement, grantee or borrower is unreliable and should be placed on the board's Unreliable Contractor, Subcontractor, Grantee or Borrower List (“Unreliable List”). The presence of one of these grounds shall not automatically result in placement on the Unreliable List. A finding must be made by the Executive Director in accordance with section 17054, and there must be a final decision on any appeal that may be filed in accordance with section 17055 et seq.
a) Disallowance of any and/or all claim(s) to the board due to fraudulent claims or reporting; or
b) The filing of a civil action by the Attorney General for a violation of the False Claims Act, Government Code section 12650 et. seq; or
c) Default on a board loan, as evidenced by written notice from board staff provided to the borrower of the default; or
d) Foreclosure upon real property loan collateral or repossession of personal property loan collateral by the board; or
e) (e) Filing voluntary or involuntary bankruptcy, where there is a finding based on substantial evidence, that the bankruptcy interfered with the board contract, subcontract, grant or loan; or
f) Breach of the terms and conditions of a previous board contract, any subcontract for a board agreement, grant, or loan, resulting in termination of the board contract, subcontract, grant or loan by the board or prime contractor; or g) Placement on the board's chronic violator inventory established pursuant to Public Resources Code section 44104 for any owner or operator of a solid waste facility; or h) The person, or any partner, member, officer, director, responsible managing officer, or responsible managing employee of an entity has been convicted by a court of competent jurisdiction of any charge of fraud, bribery, collusion, conspiracy, or any act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance under any board contract, subcontract, grant or loan; or i) The person or entity is on the list of unreliable persons or entities, or similar list, of any other federal or California state agency; or
j) The person or entity has violated an Order issued in accordance with section 18304; or, k) The person or entity has directed or transported to, has or accepted waste tires at, a site where the operator is required to have but does not have a waste tire facility permit; or l) The person or entity has transported waste tires without a waste tire hauler registration; or,
m) The person or entity has had a solid waste facility or waste tire permit or a waste tire hauler registration denied, suspended or revoked; or,
n) The person or entity has abandoned a site or taken a similar action which resulted in corrective action or the expenditure of funds by the Board to remediate, clean, or abate a nuisance at the site; or
o) The following are additional grounds for a finding that, a person or entity described below should be placed on the Unreliable List:
758
Department of Resources Recycling and Recovery
FiRM Branch
State of California
RELIABLE CONTRACTOR DECLARATION
CalRecycle 168 (
REV. 04/2024)
1) The person or entity owned 20% or more of an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List; 2) The person held the position of officer director, manager, partner, trustee, or any other management position with significant control (Principal Manager) in an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List;
3) The entity includes a Principal Manager who:
1. Was a Principal Manager in an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List; or,
2. Owned 20% or more of an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List; 4) The entity has a person who owns 20% or more of the entity, if that person:
1. Was a Principal Manager in an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List; or,
2. Owned 20% or more of an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List. 5) The entity has another entity which owns 20% or more of the entity, if that other entity:
1. Is on the Unreliable List; or,
2. Owned 20% or more of an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List. 6) Subsection (o) is not intended to apply to a person or entity that purchases or otherwise obtains an entity on the Unreliable List subsequent to its placement on the Unreliable List.
759
EXHIBIT E
TYPICAL DETAILS FOR REFERENCE
760
761
762
763
764
DRAWN BY:
SCALE:
CHECKED BY:
APPROVED BY:
DRAWING NO.
CITY OF EASTVALE PUBLIC WORKS DEPARTMENT
CALTRANS STANDARD PLAN A88A
CURB RAMP DETAILS
APPROVAL DATE:
REVISED DATE:
NONE
765
766
AGENDA STAFF REPORT
City Council Meeting
CONSENT CALENDAR
Agenda Item No. 11.9
September 10, 2025
Purchase of Two (2) 2026 BMW R 1300 RT-P Police Motorcycles and Budget Appropriation
Prepared By:
Johnny Terfehr, Director of Community Safety and Technology Recommended Action(s)
Staff recommends that the City Council:
1 .
Approve a purchase order for Seavco Inc. (Irv Seaver BMW) in the amount of $80,787.72 for two (2) 2026 BMW R 1300 RT-P motorcycle for the Police Department; and 2 .
Approve and Adopt a Resolu1on Amending the Fiscal Year 2025-26 Opera1ng Budget by $5,000 for the purchase of two police motorcycles; and
3 .
Authorize the City Manager to execute any agreements and purchase orders.
Summary
The City currently has two 2022 BMW R1250 RT-P police motorcycles in use that have exceeded the 3-year warranty. The Riverside County Sheriff's Department generally recommends replacing motorcycles once they are no longer under warranty due to reliability and safety reasons. Staff is reques1ng City Council approve a purchase order with Seavco Inc. in the amount of $80,787.72 for the purchase of two 2026 BMW R1300 RT-P police motorcycles which will replace the exis1ng BMW motorcycles that were purchased in 2022.
Background
Since its incorpora1on in 2010, the City has had an agreement with the Riverside County Sheriff’s Department to provide law enforcement services to Eastvale's residents, visitors, and businesses.
Pursuant to the agreement, the City is responsible for managing all aspects of motorcycles 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
eastvaleca.gov
767
operations, including maintenance, fuel, licensing, and associated expenses.
Two of the City's 2022 BMW R1250 RT-P motorcycles have exceeded their 3-year warranty period. It is the general prac1ce of the Riverside County Sheriff's Department to replace motorcycles once they are no longer under warranty to ensure reliability and safety. In accordance with the City's compe11ve formal bidding procedures (Sec. 4.06.070), the City issued an Invita1on-to-Bid (IFB) on July 28, 2025 and received three bids. The bid details are below:
Bidder
Bid Amount Per
Motorcycle
Seavco Inc. (Irv Seaver BMW)
$40,393.86
Ride on Powersports, Inc. (BMW
Motorcycles of Riverside)
$40,957.75
RCA Investments (Long Beach BMW
Motorcycles)
$42,562.96
Staff recommends approval of a purchase order with Seavco Inc. (Irv Seaver BMW), the lowest responsive bidder. The quote includes the purchase and installa1on of the required upfiCng.
Delivery of the new motorcycle is an1cipated within approximately 60 to 120 days following issuance of the purchase order. The exis1ng 2022 BMW R1250 RT-P motorcycles will be reassigned as backup units, to be used when other motorcycles are out of service for maintenance, and will also serve as training motorcycles.
Environmental
Not applicable.
Strategic Plan Action - Priority Level: N/A
| Target #: N/A
| Goal #: N/A
Not applicable.
Fiscal Impact
Total fiscal impact for this item is $80,787.72. The fiscal year 2025-26 budget included adequate appropria1ons for the motorcycle purchase in the Capital Project Fund under account 600-400-6610 in the amount of $76,000. However, the budget es1mate was based on quotes received in early Spring 2025 since that 1me market vola1lity, including tariffs, has occurred. As a result, the compe11ve bids received exceeded the city’s budget es1mate by $5,000. A budget resolu1on is required to facilitate this professional services contract in fiscal year 2025-26 in the amount of $5,000 in the Capital Projects Fund, expenditure account 600-400-6610. Addi1onally, as the Capital Projects Fund 600 is solely funded by the General fund, transfer appropria1ons must also be appropriated. Appropria1ons in General Fund transfer-out, account 100-290-6960 in the amount of $5,000 and Capital Projects Fund transfer-in, account 600-000-4910 in the amount of $5,000 are required. As of the publish date of this report the General Fund is projected to complete the fiscal year with a $2.2 million overall surplus; as such there is adequate fund balance to appropriate addi1onal budget for this one-1me expenditure. Ongoing vehicle maintenance costs are currently budgeted in the General Fund, and maintenance budget was appropriated during the fiscal year 2025-26 budget process
Prior City Council/Commission Action 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
eastvaleca.gov
768
Not applicable.
Attachment(s)
Attachment 1 - Bid Results Summary - BMW Police Motorcycles.pdf
Attachment 2 - Budget Resolution
12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
eastvaleca.gov
769
City of Eastvale
Bid Results for Project BMW Police Motorcycle (R 1300 RT-P) (25-121CS) Issued on 07/28/2025
Bid Due on August 14, 2025 2:00 PM (PDT)
Exported on 08/14/2025
Item # Description UOM QTY Unit Price Comment Unit Price Comment Unit Price Comment 1 2026 BMW R 1300 RT-P Police Motorcycle EA 1 $37,397.00 $37,923.33 $39,381.78 2 Documentation Fee EA 1 $85.00 $85.00 $85.00
3 DMV Processing Fee EA 1 $3.50 $34.00
4 Destination and Delivery/Freight (Non-Taxable EA 1 $0.00 Included $0.00 Destination/Delivery
Included in line 1 $0.00
5 California Tire Fee (Non-Taxable) EA 1 $3.50 $3.50 $3.50 6 Total Sales Tax (7.75%) LOT 1 $2,904.86 $2,945.92 $3,058.68 7 Miscellaneous charges, incentives and/or fleet
discounts/rebates not included above. (Specify in
comments of this line item) LOT 1 $0.00 $0.00 $0.00
8 Lead Time (number of days) DAY 1 $0.00 60 - 120 days $0.00 90-120 day lead time. $0.00 180 days Total Bid Price $40,393.86 $40,957.75 $42,562.96
Seavco Inc (Irv Seaver BMW)
Orange, CA
Ride On Powersports, Inc.
(BMW Motorcycles of Riverside)
Riverside, CA
RCA Investments
(Long Beach BMW Motorcycles)
Long Beach, CA
770
RESOLUTION NO. 25-XX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EASTV ALE, CALIFORNIA, AMENDING ITS 2025-26 FISCAL YEAR CAPITAL IMPROVEMENT BUDGET FOR THE PURCHASE OF TWO POLICE MOTORCYCLES.
WHEREAS the budget for fiscal year 2025-26 of the City of Eastvale has been adopted by this Council in its original form, and said budget will need to be amended at times to fulfill the goals of the City; and
WHEREAS, the City departments may not exceed their appropriations by character of expense, with character of expense being defined as personnel services, services and supplies, capital outlay, debt service and transfers, without the consent of the City Council; and
WHEREAS, the Budget Plan includes two replacement BMW R-1300 RT-P motorcycles and the motorcycles were advertised via competitive bid, however due to economic strains the bids came in higher than the original quotes received earlier in the calendar year; and
WHEREAS, staff desires to adjust the 2025 -26 Capital Improvement Budget and appropriate additional General Fund resources to cover the full cost of the replacement motorcycles; and
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EASTVALE DOES HEREBY FIND, DETERMINE, AND RESOLVE AS FOLLOWS:
SECTION 1. AUTHORIZE AN APPROPR IATION IN THE GENERAL FUND, TRANSFER OUT EXPENDITURE ACCOUNT NO. 100-290-6960 IN THE AMOUNT OF $ 5,000 AND AUTHORIZE AN APPROPRIATION IN THE CAPITAL PROJECT S FUND, TRANSFER IN REVENUE ACCOUNT NO. 600 - 000-4910 IN THE AMOUNT OF $ 5,000 TO PROVIDE ADEQUATE FUND BALANCE IN THE CAPITAL PROJECTS FUND FOR THE PURCHASE OF TWO BMW POLICE MOTORCYCLES.
SECTION 2. AUTHORIZE AN APPROPRIATION IN THE CAPITAL PROJECTS FUND, POLICE VEHICLES EXPENDITURE ACCOUNT NO. 600-400-6610 IN THE AMOUNT OF $5,000 FOR THE PURCHASE OF TWO BMW POLICE MOTORCYCLES.
PASSED, APPROVED AND ADOPTED this 10th day of September 2025.
__________________________________________
Mike McMinn
Mayor
771
APPROVED AS TO FORM: ATTEST:
__________________________________________ __________________________________________ Erica Vega Marc A. Donohue, MMC
City Attorney City Clerk
772
STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE ) §
CITY OF EASTVALE )
I, Marc A. Donohue, City Clerk of the City of Eastvale, California, do hereby certify that the foregoing City Council Resolution No. 25-XX, was duly adopted by the City Council of the City of Eastvale, California, at a meeting held on the 10th day of September 2025, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
____________________________________
Marc A. Donohue, MMC
City Clerk
773
AGENDA STAFF REPORT
City Council Meeting
CONSENT CALENDAR
Agenda Item No. 11.10
September 10, 2025
Second Reading of Ordinance Approving the Use of Electronic Filing of Campaign Statements
Prepared By:
Marc A. Donohue, City Clerk/Communications Director
Recommended Action(s)
Staff recommends that the City Council approve the second reading and adopt the proposed Ordinance en tled: AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EASTVALE, CALIFORNIA,
REQUIRING ELECTRONIC FILING OF POLITICAL PRACTICES COMMISSION (FPPC) CAMPAIGN
DISCLOSURE STATEMENTS
Summary
The City of Eastvale is a general law city formed under the laws of the State of California. With respect to adop on of ordinances and resolu ons, the City adheres to the requirements set forth in the Government Code. With the excep on of urgency ordinances, Government Code Sec on 36934 requires two readings of standard ordinances more than five days apart. Ordinances must be read in full at the me of introduc on or passage unless a mo on waiving the reading is adopted by a majority of the City Council present. This Ordinance was first introduced at the duly no ced City Council regular meeting on August 13, 2025.
Background
Government Code Sec on 84615, within the Poli cal Reform Act, authorizes local government agencies to require online or electronic filing of campaign statements, reports, or other documents for elected officials, candidates, commiDees, and other persons required to file under the Act, provided they receive contribu ons or make expenditures totaling $2,000 or more in a calendar year. Since the passage of this legisla on, many local agencies throughout California have adopted electronic filing systems to enhance transparency, improve efficiency, and reduce paper use. The 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
eastvaleca.gov
774
Fair Poli cal Prac ces Commission (FPPC) strongly supports and encourages the transi on to electronic filing systems.
To implement mandatory electronic filing of campaign statements, Government Code Sec on 84615 requires the City Council to adopt an ordinance approving the use of an online filing system and finding that the system operates securely, effec vely, and does not place an undue burden on filers.
The approved system must ensure data integrity, use standardized formats compa ble with the Secretary of State, be free of charge to filers, and provide public access to filings.
The NetFile system meets all legal requirements and is specifically designed for agencies administering campaign finance and economic interest filings. It supports electronic filing of several FPPC forms, including Forms 460, 470, 496, and 497, which are the most commonly used forms in local campaigns. The system is highly secure, employing industry best prac ces such as bank-level data encryp on, mul -loca on data storage, and regular data backups to ensure data integrity and disaster recovery. The City currently u lizes NetFile for the annual Form 700 filings for the City Council, Commissions, and staff.
Adop on of this ordinance will enable the City to fully implement the NetFile system for campaign finance disclosure, ensuring compliance with state requirements while providing a more efficient and transparent filing process.
Environmental
Not applicable.
Strategic Plan Action - Priority Level: N/A
| Target #: N/A
| Goal #: N/A
Not Applicable.
Fiscal Impact
The annual subscrip on cost for the NetFile electronic filing system is $5,450 and is incorporated into the City Clerk’s exis ng General Fund budget. The system also provides cost savings through reduced staff time for processing and managing filings.
Prior City Council/Commission Action
A Public Hearing was held on August 13, 2025, where the City Council introduced the Ordinance.
Attachment(s)
Attachment - Ordinance
12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
eastvaleca.gov
775
ORDINANCE NO. 25-10
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EASTVALE ,
CALIFORNIA, REQUIRING ELECTRONIC FILING OF FAIR POLITICAL
PRACTICES COMMISSION (FPPC) CAMPAIGN DISCLOSURE STATEMENTS
WHEREAS, Government Code Section 84615 provides that a local agency may adopt an Ordinance to require an elected officer, candidate, committee, or other person required to file statements, reports, or other documents required by Chapter 4 of the Political Reform Act (commencing with Section 84100 of the Govern ment Code), except an elected officer, candidate, committee, or other person who receives contributions totaling less than $2,000 and who makes independent expenditures totaling less than $2,000 in a calendar year, to file those statements, reports, or oth er documents online or electronically with the local filing officer; and
WHEREAS, the City of Eastvale has entered into an agreement with NetFile, Inc., a vendor approved by the California Secretary of State, to provide an online electronic filing system (“System”) for campaign disclosure statements and statements of economic interest forms; and
WHEREAS. the System meets all legal requirements, is highly secure, employs industry best practices for operational security and efficiency, will not unduly burde n filers and is specifically designed for agencies administering campaign finance and economic interest filings supporting electronic filing of a variety of Fair Political Practices Committee (FPPC) forms; and
WHEREAS. the City of Eastvale desires to allow for electronic and paperless filing of Fair Political Practices Commission (FPPC) campaign disclosure statements.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EASTVALE DOES ORDAIN AS FOLLOWS:
SECTION 1. Findings. The City Council finds that the foregoing recitals are true and correct and that the System will operate securely and effectively and will not unduly burden filers.
Specifically, the System will:
Ensure the integrity of the data and includes safeguards against efforts to tamper with, manipulate, alter, or subvert the data;
Only accept a filing in the standardized record format developed by the Secretary of State and compatible with the Secretary of State's system for receiving an online or electronic filing; and
Be available free of charge to filers and to the public for viewing filings. These findings are based upon the vendor’s approval by the California Secretary of State to provide these services and the representations of the vendor that the System meets the requirements of Government Code Section 84615.
776
SECTION 2. Mandatory Electronic Filing . Any elected officer, candidate, committee or other person required to file campaign statements, reports, or other documents required by Chapter 4 (commencing with Section 84100) of the California Government Code , except an elected officer, candidate, committee, or other person who receives contributions totaling less than one thousand dollars ($1,000), and makes expenditures totaling less than two thousand dollars ($2,000), in a calendar year, shall file those statements, reports, or other documents using the City’s electronic filing system in accordance with any applicable administrative policies and procedures established by the City Clerk.
SECTION 3. CEQA. The City Council finds, pursuant to Title 14 of the California Code of Regulations, Section 15378(b)(5), that this ordinance is exempt from the requirements of the California Environmental Quality Act (CEQA) in that it is a governmental, organizational or administrative activity that will not result in direct or indirect changes in the environment.
SECTION 4. Severability. If any part of this Ordinance or its application is deemed invalid by a court of competent jurisdiction, the City Council intends that such invalid ity will not affect the effectiveness of the remaining provisions or applications and, to this end, the provisions of this Ordinance are severable.
SECTION 5. Notice. The City Clerk is directed to certify the passage and adoption of this Ordinance, cause it to be entered into the City of Eastvale’s book of original ordinances, make a note of the passage and adoption in the records of this meeting and within fifteen (15) days after the passage and ad option of this Ordinance, cause it to be published or posted in accordance with California law.
SECTION 6. Effective Date. This ordinance will take effect on the 30th day following its final passage and adoption.
PASSED, APPROVED AND ORDAINED this 10th day of September, 2025.
__________________________________________
Mike McMinn
Mayor
APPROVED AS TO FORM: ATTEST:
__________________________________________ __________________________________________ Erica L. Vega Marc A. Donohue, MMC
City Attorney City Clerk
777
STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE) §
CITY OF EASTVALE )
I, Marc A. Donohue, City Clerk of the City of Eastvale, California, do hereby certify that the foregoing Ordinance No. 25-10, was introduced at a regular meeting of the City Council of the City of Eastvale held on the 13th day of August, 2025, and was passed by the City Council of the City of Eastvale at a regular meeting held on the 10th day of September, 2025, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
____________________________________
Marc A. Donohue, MMC
City Clerk
778
AGENDA STAFF REPORT
City Council Meeting
CONSENT CALENDAR
Agenda Item No. 11.11
September 10, 2025
Amend Chapter 10.02 of Title 10 to the Eastvale Municipal Code Establishing the Speed Limits on Certain Streets
Prepared By:
Jimmy Chung, Public Works Director/City Engineer
Recommended Action(s)
Staff recommends that the City Council approve the second reading and adopt the Ordinance, en!tled: AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EASTVALE, CALIFORNIA, AMENDING IN ITS ENTIRETY CHAPTER 10.02 OF TITLE 10 OF THE EASTVALE MUNICIPAL CODE ESTABLISHING
SPEED LIMITS ON CERTAIN STREETS
Summary
On July 24, 2013, City Council approved the establishment and update of speed limits on street segments in Eastvale, followed by amendments approved on February 12, 2014; June 24, 2015; July 11, 2018; January 26, 2022; January 11, 2023 and June 25, 2025. Since the June 25, 2025 approval of the speed surveys, the following five (5) street segments have been studied:
Segment 14: Cantu-Galleano Ranch Rd between Hamner Ave and I-15 Freeway Segment 19: Goodman Way between Cantu Galleano Ranch Rd and Hamner Ave Segment 24: Hamner Avenue between Cantu Galleano Ranch Rd and Riverside Dr Segment 34: Limonite Avenue between Sumner Ave and Eastern City Limit Segment 41: Riverside Dr between Hamner Ave and Eastern City Limit Background
Posted speed limits are established to inform drivers of appropriate and safe travel speeds, and to protect the general public from the risks posed by reckless or unpredictable driving behavior.
Research has shown that most drivers travel at speeds that are safe and reasonable, therefore, 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
eastvaleca.gov
779
speed limits are established primarily on the consensus of the majority of those who use the roads.
Speed limits are not based on the actions of few.
In California, the California Vehicle Code (CVC) requires that speed limits be set using an Engineering and Traffic Survey (E&TS), rather than through arbitrary methods. This approach ensures that speed limits are defensible and appropriate for the roadway condi!ons. The CVC also includes the Basic Speed Law (Section 22350), which states:
“No person shall drive a vehicle on a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property.”
Properly posted speed limits assist law enforcement in ci!ng drivers who violate the Basic Speed Law and give drivers a clear warning of the maximum speed that is reasonable and prudent under typical driving conditions.
The engineering and traffic survey study involves the three major elements of data collec!on and analysis, as required by California Vehicle Code (CVC) Sec!on 627 and as outlined in the California Manual on Uniform Traffic Control Devices (CA MUTCD), 2014 Edi!on, rev 9. The three elements of an Engineering and Traffic Survey, as described in the CVC, are:
1 .
Prevailing speed as determined by a spot speed survey
2 .
Collision records
3 .
Highway, traffic, and roadside conditions not readily apparent to the driver
Other factors that may also be considered include:
Residential Density (as defined in CVC Section 627)
Safety of bicyclists and pedestrians, with increased considera!on for vulnerable pedestrian groups including children, seniors, persons with disabili!es, users of personal assis!ve mobility devices, and the unhoused.
The City Council last adopted an Engineering and Traffic Survey on July 24, 2013, followed by amendments approved on February 12, 2014, June 24, 2015, July 11, 2018, January 26, 2022, January 11, 2023, June 25, 2025. Since the June 25, 2025 approval of the speed surveys, the following five (5) street segments have been studied:
Segment 14: Cantu-Galleano Ranch Rd between Hamner Ave and I-15 Freeway Segment 19: Goodman Way between Cantu Galleano Ranch Rd and Hamner Ave Segment 24: Hamner Avenue between Cantu Galleano Ranch Rd and Riverside Dr Segment 34: Limonite Avenue between Sumner Ave and Eastern City Limit Segment 41: Riverside Dr between Hamner Ave and Eastern City Limit
These segments were studied for the following reasons:
1. Reevaluation due to change in road characteristics:
Segment 14: Cantu-Galleano Ranch Rd between Hamner Ave and I-15 Freeway 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
eastvaleca.gov
780
Segment 34: Limonite Avenue between Sumner Ave and Eastern City Limit
2. Required a resurvey in order to ensure speed limits are appropriate and enforceable by radar/lidar:
Segment 19: Goodman Way between Cantu Galleano Ranch Rd and Hamner Ave Segment 24: Hamner Avenue between Cantu Galleano Ranch Rd and Riverside Dr Segment 41: Riverside Dr between Hamner Ave and Eastern City Limit
Based on the E&TS results, the recommended speed limit to be established at these five (5) segments is shown below:
Segment No.
Street
Between
Current Speed
Limit (mph)
Recommended
Speed Limit
(mph)
14 Cantu-Galleano Ranch
Rd
Hamner Ave to I-15 Freeway
50 50
19 Goodman Way
Cantu-Galleano Ranch Rd to
Hamner Ave
35 35
24 Hamner Ave
Cantu-Galleano Ranch Rd to
Riverside Dr
50 45
34 Limonite Ave
Sumner Ave to Eastern City
Limit
45 45
41 Riverside Dr
Hamner Ave to Eastern City
Limit
45 45
The recommended speed limits were reviewed and found acceptable by the Riverside County Sheriff's Office, which provides contract law enfo
rcement services to the City of Eastvale.
To ensure enforceability, each speed limit recommenda!on must be supported by an E&TS that can withstand legal scru!ny. This survey includes all required documenta!on under State law. Once the ordinance is adopted, updates to posted speed limits will be implemented accordingly.
Environmental
Approval of the agreement is categorically exempt from California Environment Quality Act (CEQA) review under CEQA Guidelines Section 15301 - Existing Facilities.
Strategic Plan Action - Priority Level: 2
| Target #: 5
| Goal #: 7
Improve traffic mobility and management
Fiscal Impact
Several addi!onal speed limit signs need to be installed at various loca!ons throughout the City. The total cost to install these speed limit signs is es!mated to be $3,000. Funds are available in the Measure A fund, Capital Improvement Project number 92001, Account Number 210-510-6695- 92001-0000.
12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
eastvaleca.gov
781
Prior City Council/Commission Action
On July 24, 2013, City Council approved the establishment of speed limits on street segments in Eastvale. Subsequent amendments were approved on February 12, 2014, June 24, 2015, July 11, 2018, January 26, 2022, January 11, 2023 and June 25, 2025.
Attachment(s)
Attachment 1 - Ordinance
Attachment 2 - 2025 Speed Survey Amendment Phase 2
12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
eastvaleca.gov
782
ORDINANCE NO. 25-__
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EASTVALE , CALIFORNIA, AMENDING IN ITS ENTIRETY CHAPTER 10.02 OF TITLE 10 OF
THE EASTVALE MUNICIPAL CODE ESTABLISHING SPEED LIMITS ON
CERTAIN STREETS
WHEREAS, California Vehicle Code Sections 22357 and 22358 provide that local entities may declare prima facie speed limits greater than 25 miles per hour on City streets on the basis of an engineering and traffic survey; and
WHEREAS, California Vehicle Code Section 40802 provides for the enforcement of the posted speed limit by the use of radar or other electronic devices which measures the speed of moving vehicles; and
WHEREAS, California Vehicle Code Section 627(b) defines an engineering and traffic survey to include consideration of all of the following:
1) Prevailing speeds as determined by traffic engineering measurements; 2) Collision Records;
3) Highway, traffic, and roadside conditions not readily apparent to the driver; and WHEREAS, the City of Eastvale has completed a new engineering and traffic survey required under California Vehicle Code Sections 22357 and 22358.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EASTVALE, DOES HEREBY ORDAIN AS FOLLOWS:
SECTION 1. Chapter 10.02 of Title10 to the Eastvale Municipal Code is amended in its entirety to read as follows:
"Sec. 10.02.010. - Findings.
(a) The City Council of the City of Eastvale finds that an engineering and traffic survey has been completed in full compliance with the requirements of the California Vehicle Code and the recommendations in the survey should be implemented. Based upon the review of the survey and related information, the City Council finds the prevailing or 85th percentile speeds of the vehicles are:
No. Street Between
85th
%ile
Speed
(mph)
1 58th Street Scholar Way and Hamner Avenue 40
2 65th Street
Archibald Avenue and Sumner Avenue 40
3 Sumner Avenue and Hamner Avenue 47
4 Hamner Avenue and Wells Spring Street / East City Limit 42 5 68th Street Sumner Avenue and Hamner Avenue 49
6 Hamner Avenue and East City Limit 47
783
No. Street Between
85th
%ile
Speed
(mph)
7 Archibald Avenue
Bluff Street and Wind River/Grapewin Street 57
8 Wind River/Grapewin Street and Schleisman Road 57
9 Schleisman Road and Bellegrave Avenue / North City
Limit 55
10 Baron Road Archibald Avenue and Northernly Terminus 40 11 Bellegrave Avenue Sumner Avenue and Hamner Avenue 53 12 Hamner Avenue and East City Limit 48
13 Blossom Way Harrison Avenue and Sumner Avenue 37
14 Cantu-Galleano Ranch
Road Hamner Avenue and I-15 Freeway 48
15 Chandler Street Hellman Avenue and Harrison Avenue 52 16 Citrus Street Harrison Avenue and Scholar Way 47
17 Scholar Way and Hamner Avenue 47
18 Fieldmaster Street Hall Road and Archibald Avenue 43 19 Goodman Way Cantu-Galleano Ranch Road and Hamner Avenue 45 20 Hamner Avenue
South City Limit and Schleisman Road 52
21 Schleisman Road and Limonite Avenue 51
22 Limonite Avenue and Bellegrave Avenue 51
23 Bellegrave Avenue and Cantu-Galleano Ranch Road 48
24 Cantu-Galleano Ranch Road and Riverside Drive 54
25 Riverside Drive & Philadelphia Street 55
26 Harrison Avenue
Chandler Street and Schleisman Road 50
27 Schleisman Road and Limonite Avenue 47
28 Limonite Avenue and Blossom Way 40
29 Hellman Avenue
River Road and Chandler Street 56
30 Chandler Street and Limonite Avenue 55
31 Limonite Avenue to North City Limit 42
32 Limonite Avenue
Hellman Avenue to Cucamonga Creek Channel 52
33 Cucamonga Creek Channel to Archibald Avenue 52
34 Archibald Avenue and Sumner Avenue 53
35 Sumner Avenue and East City Limit 49
36 Mission Boulevard S. Milliken Avenue and Ontario Freeway (I-15) 59 37 Orange Street Sumner Avenue and Scholar Way 45
38 Prairie Smoke Road Hellman Avenue and Whitewell Road 42 39 River Road Hellman Avenue and Archibald Avenue 49
40 Riverboat Drive Massy Harris Way and Wells Springs Street 44 41 Riverside Drive Hamner Avenue & East City Limit 48
42 Schleisman Road
Hellman Avenue and Archibald Avenue 57
43 Archibald Avenue and Sumner Avenue 49
44 Sumner Avenue and Scholar Way 48
45 Scholar Way and Hamner Avenue 51
46 Scholar Way
Citrus Street and Schleisman Road 43
47 Schleisman Road and Limonite Avenue 43
48 Limonite Avenue and Bellegrave Avenue 43
49 Sumner Avenue Citrus Street and 65th Street 51
50 65th Street and Bellegrave Avenue 51
784
No. Street Between
85th
%ile
Speed
(mph)
51 Whitewell Road Schleisman Road and Prairie Smoke Road 40
(b) Based on the review of the Survey, the City Council finds that the most appropriate speed limits to facilitate the orderly movement of traffic that is reasonable and safe for the above- listed streets are set forth herein.
Sec. 10.02.020. - Established.
The following speed limits are as established:
No. Street Between Speed Limit
(mph)
1 58th Street Scholar Way and Hamner Avenue 35
2 65th Street
Archibald Avenue and Sumner Avenue 40
3 Sumner Avenue and Hamner Avenue 40
4 Hamner Avenue and Wells Spring Street / East City Limit 35 5 68th Street Sumner Avenue and Hamner Avenue 45
6 Hamner Avenue and East City Limit 45
7 Archibald Avenue
Bluff Street and Wind River/Grapewin Street 55
8 Wind River/Grapewin Street and Schleisman Road 50
9 Schleisman Road and Bellegrave Avenue / North City
Limit 50
10 Baron Road Archibald Avenue and Northernly Terminus 35 11 Bellegrave Avenue Sumner Avenue and Hamner Avenue 50 12 Hamner Avenue and East City Limit 50
13 Blossom Way Harrison Avenue and Sumner Avenue 30
14 Cantu-Galleano Ranch
Road Hamner Avenue and I-15 Freeway 50
15 Chandler Street Hellman Avenue and Harrison Avenue 45 16 Citrus Street Harrison Avenue and Scholar Way 45
17 Scholar Way and Hamner Avenue 45
18 Fieldmaster Street Hall Road and Archibald Avenue 40 19 Goodman Way Cantu-Galleano Ranch Road and Hamner Avenue 35 20 Hamner Avenue
South City Limit and Schleisman Road 45
21 Schleisman Road and Limonite Avenue 45
22 Limonite Avenue and Bellegrave Avenue 45
23 Bellegrave Avenue and Cantu-Galleano Ranch Road 45
24 Cantu-Galleano Ranch Road and Riverside Drive 45
25 Riverside Drive & Philadelphia Street 50
26 Harrison Avenue
Chandler Street and Schleisman Road 45
27 Schleisman Road and Limonite Avenue 45
28 Limonite Avenue and Blossom Way 35
29 Hellman Avenue River Road and Chandler Street 50
785
No. Street Between Speed Limit
(mph)
30 Chandler Street and Limonite Avenue 50
31 Limonite Avenue to North City Limit 35
32 Limonite Avenue
Hellman Avenue to Cucamonga Creek Channel 45
33 Cucamonga Creek Channel to Archibald Avenue 45
34 Archibald Avenue and Sumner Avenue 50
35 Sumner Avenue and East City Limit 45
36 Mission Boulevard S. Milliken Avenue and Ontario Freeway (I-15) 55 37 Orange Street Sumner Avenue and Scholar Way 30
38 Prairie Smoke Road Hellman Avenue and Whitewell Road 35 39 River Road Hellman Avenue and Archibald Avenue 40
40 Riverboat Drive Massy Harris Way and Wells Springs Street 40 41 Riverside Drive Hamner Avenue & East City Limit 45
42 Schleisman Road
Hellman Avenue and Archibald Avenue 50
43 Archibald Avenue and Sumner Avenue 45
44 Sumner Avenue and Scholar Way 45
45 Scholar Way and Hamner Avenue 45
46 Scholar Way
Citrus Street and Schleisman Road 35
47 Schleisman Road and Limonite Avenue 40
48 Limonite Avenue and Bellegrave Avenue 40
49 Sumner Avenue Citrus Street and 65th Street 45
50 65th Street and Bellegrave Avenue 45
51 Whitewell Road Schleisman Road and Prairie Smoke Road 35
Sec. 10.02.030 - Direction to City Engineer. On or after the effective date of the Ordinance of which this Chapter is derived, the City Engineer is directed to clearly post speed limit signs effectuating Section 10.02.020 above, to give notice that this Chapter is in effect."
SECTION 2. If any section, subsection, subdivision, 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 this Ordinance. The City Council hereby declares that it would have adopted this Ordinance, and each section, subsection, subdivision, sentence, clause, phrase, or portion thereof, irrespective of the fact that any one or more sections, subsections, subdivisions, sentences, clauses, phrases or portions thereof be declared invalid or unconstitutional.
786
SECTION 3. The City Clerk shall certify to the adoption of this ordinance and shall cause the same to be published in accordance with the law.
PASSED, APPROVED AND ORDAINED this __ day of ____, 2025.
__________________________________________
Michael McMinn
Mayor
APPROVED AS TO FORM: ATTEST:
__________________________________________ __________________________________________ Erica Vega Marc A. Donohue, MMC
City Attorney City Clerk
787
STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE) §
CITY OF EASTVALE )
I, Marc A. Donohue, City Clerk/Government Services Director of the City of Eastvale, California, do hereby certify that the foregoing Ordinance No. 25-__, was introduced at a regular meeting of the City Council of the City of Eastvale held on the 10th of September, 2025, and was passed by the City Council of the Ci ty of Eastvale at a regular meeting held on the __ of ____, 2025, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
____________________________________
Marc A. Donohue, MMC
City Clerk
788
August 2025
Citywide Speed Zone Survey (Draft)
Adopted on _______, 2025 by Ordinance 25-__
Adopted on June 25, 2025 by Ordinance 25-06
Adopted on January 11, 2023 by Ordinance 23-13
Adopted on January 26, 2022 by Ordinance 22-01
Adopted on July 11, 2018 by Ordinance 2018-09
Adopted on June 24, 2015 by Ordinance 15-04
Adopted on February 12, 2014 by Ordinance 2014-01
Adopted on July 24, 2013 by Ordinance 2013-10
Approved By:
Ruth Smith, TE, PTP
City Traffic Engineer*
TE 1650
Date
* Contract services provided by Ardurra Group, Inc.
789
790
TABLE OF CONTENTS
SECTION PAGE
1.0 INTRODUCTION 1
2.0 STUDY METHODOLOGY 3
3.0 SURVEY RESULTS 6
3.1 Spot Speed Radar Survey 6
3.2 Collision Rate Analysis 9
4.0 Roadway Segment Field Review 12
4.1 SURVEY FINDINGS AND RECOMMENDATIONS 13
4.2 Factors That May Be Considered 13
4.3 Recommended Speed Limits 13
4.4 Speed Limit Signing 14
5.0 SUMMARY AND CONCLUSIONS 15
5.1 Summary and Conclusions
5.2 Speed Limit Ordinance 15
APPENDIX
APPENDICES
A Regulations Governing Speed Limits
(Excerpts from the California Vehicle Code)
B Speed Zoning Regulations from the Caltrans California Manual on Uniform Traffic Control Devices and Definitions of Terms
C Engineering and Traffic Survey Summary Sheets
D Strip Maps
E Speed Survey Data Sheets
F Collision Data Table
G Radar/Lidar Gun and Operator(s) Certifications
LIST OF TABLES
TABLE PAGE
1 Segment Spot Speed Survey 7
2 Collision Analysis 10
791
792
Introduction
1 SECTION 1.0
INTRODUCTION
The purpose of this report is to document the results of an engineering and traffic survey conducted to update and to establish the speed limits for five (5) segments of the City of Eastvale arterial street network.
The overall study was conducted to comply with existing State regulations concerning the increasing or decreasing of speed limits within City boundaries.
Posted speed limits are established to inform drivers of the safe speed limit and to protect the general public from reckless and unpredictable behavior of irresponsible drivers. Research has shown that most drivers travel at speeds that are safe and reasonable, therefore, speed limits are established primarily on the consensus of the majority of those who use the roads. Speed limits are not based on the actions of few.
The California Vehicle Code requires the limits to be established on the basis of an engineering and traffic survey rather than by arbitrary methods.
Posted speed limits also provide law enforcement with a clearly understood method of identifying and apprehending violators of the Basic Speed Law (CVC Section 22350), which states: No person shall drive a vehicle on a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property. The posted speed limit gives drivers a clear warning of the maximum speed that is reasonable and prudent under typical driving conditions.
It is generally accepted that speed limits cannot be successfully enforced without voluntary compliance by a majority of drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is usually targeted for enforcement.
This report contains sufficient information to document that the conditions of the latest edition of the California Vehicle Code (CVC) Section 627 have been satisfied, that other conditions not readily apparent to a motorist are properly identified, and that the provisions of AB 43 have been incorporated in the analysis. To legally use radar for speed enforcement, Section 40802(b) of the CVC requires that limits be established per Sections 22357 and 22358 of the CVC, the limits must be justified by an Engineering and Traffic Survey conducted within five years prior to the date of the alleged violation. Section 40802(c) of the CVC allows cities to extend the survey period up to seven or 14 years depending on specific criteria.
California Assembly Bill (AB) 43, related to traffic safety, was signed into law on October 8, 2021. AB 43 modifies certain sections and adds new sections to the CVC pertaining to speed limits. Certain sections of AB 43 took effect on January 1, 2022, while other sections went into effect on January 1, 2023. All sections are currently in effect. Details of these CVC criteria and modifications are provided in Appendix A. CVC Section 627 also requires that the Engineering and Traffic Survey be conducted in accordance with the latest edition of the California Manual on Uniform Traffic Control Devices (CA MUTCD). Details of these CA MUTCD criteria are provided in Appendix B. AB 43 also modified sections of the CA MUTCD, which took effect on January 1, 2023, when Revision 8 of the CA MUTCD was approved, and on April 1, 2025, when Revision 9 of the CA MUTCD was approved.
On July 24, 2013, City Council approved the establishment and update of speed limits on street segments in Eastvale, followed by amendments approved on February 12, 2014, June 24, 2015, July 11, 2018 January 26, 2022, January 11, 2023 and June 25, 2025. Since the June 25, 2025 City Council approval of the speed surveys, the following five (5) street segments have been studied:
793
Introduction
2 14 Cantu Galleano Ranch Road between Hamner Avenue and I-15 Freeway 19 Goodman Way between Cantu Galleano Ranch Road and Hamner Avenue 24 Hamner Avenue between Cantu Galleano Ranch Road and Riverside Drive 35 Limonite Avenue between Sumner Avenue and East City Limit 41 Riverside Drive between Hamner Avenue and East City Limit
The segments below were studied for the following reasons:
1. Roadway segment that has additional lanes due to restriping:
Cantu Galleano Ranch Road between Hamner Avenue and I-15 Freeway – Segment 14
2. Segments that required a resurvey in order to ensure speed limits are appropriate and enforceable by radar/lidar:
Goodman Way between Cantu Galleano Ranch Road and Hamner Avenue – Segment 19 Hamner Avenue between Cantu Galleano Ranch Road and Riverside Drive – Segment 24 Limonite Avenue between Sumner Avenue and East City Limit – Segment 35 Riverside Drive between Hamner Avenue and East City Limit – Segment 41
This survey will either verify, increase, or decrease the existing speed limits for the five (5) selected roadway segments within the City of Eastvale, based on the data and results obtained.
At five (5) locations on the City’s network, spot speed surveys were taken in conformance with the State law for conducting engineering and traffic surveys for the purpose of establishing/updating prima facie speed limits. The data was collected in accordance with the latest edition of the CA MUTCD: CA MUTCD 2014, rev 9 (2025). Sections of the CA MUTCD that contain the regulations for conducting the required “Engineering and Traffic Survey” are presented in Appendix B. Also in Appendix B are definitions of terms used in speed zone surveys. As previously noted, excerpts from the CVC regarding regulations governing speed limits are presented in Appendix A. The speed zone radar surveys were conducted by Counts Unlimited, Inc. Certifications for their staff and equipment are provided in Appendix G. 794
Study Methodology
3 SECTION 2.0
STUDY METHODOLOGY
The basic fundamentals for establishing speed limits recognize that the majority of drivers behave in a safe and reasonable manner, and, therefore, the normally careful and competent actions of a reasonable driver should be considered legal. Speed limits established on the fundamentals conform to the consensus that those who drive the highway determine what speed is reasonable and safe, not on the judgement of one or a few individuals. A radar spot speed survey is usually used to record the prevailing speed of reasonable drivers.
Speed zones are established to inform drivers of the safe speed limit and to protect the general public from unreasonable and reckless drivers. Research has shown that most drivers travel at speeds that are safe and reasonable, therefore, speed limits are established primarily on the consensus of the majority of those who use the roads. Speed limits are not based on the actions of few. The California Vehicle Code requires the limits to be established on the basis of an engineering and traffic survey rather than by arbitrary methods.
Speed limits are also established to advise drivers of conditions which may not be readily apparent to a reasonable driver. For this reason, collision history, roadway conditions, traffic characteristics and land use must also be analyzed before determining speed limits.
The engineering and traffic survey study involved the three major elements of data collection and analysis, as required by California Vehicle Code (CVC) Section 627 and as outlined in the California Manual on Uniform Traffic Control Devices (CA MUTCD), 2014 Edition, rev 9. The three elements of an Engineering and Traffic Survey, as described in the CVC, are:
1. Prevailing speed as determined by a spot speed survey
2. Collision records
3. Highway, traffic, and roadside conditions not readily apparent to the driver
Other factors that may also be considered include:
Residential Density (as defined in CVC Section 627)
Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.
California Assembly Bill (AB) 43, passed in 2021, introduced concepts from Vision Zero into the determination of speed limits. AB 1938, passed in 2022, made further modifications. The goal of Vision Zero is to reduce traffic-related deaths and serious injuries to zero, based on the Safe System Approach. The basic tenet of Vision Zero is that human beings are vulnerable to traffic collisions, the severity of injuries and death are directly affected by speed, and roadway speeds should be reduced wherever possible, using the Safe System Approach, to achieve Vision Zero. AB 43 maintains the use of the 85th percentile speed as the base for setting speed limits, but makes it easier to reduce speed limits. The effects of AB 43 are discussed below, under Analysis.
795
Study Methodology
4 Spot Speed Survey. Spot speed surveys, performed by a certified radar technician utilizing a calibrated radar gun, were conducted for five (5) roadway segments to determine existing vehicular travel speeds. A minimum of 100 observations were recorded, 50 for each direction of travel, on all the surveyed street segments. This data was used to calculate statistical information such as the 85th percentile speed, 10 mile per hour pace speed, percent of vehicles within the 10 mile per hour pace, median speed and other pertinent data for analysis. The 85th percentile speed is the speed at or below which 85 percent of the traffic is traveling. This threshold represents what is historically found to be a safe and reasonable speed for most drivers based on common roadway conditions.
Collision Rate. Mid-block traffic collision data for the five (5) roadway segments was tabulated from the City’s and County’s collision records as reported to the California Crash Reporting System (CCRS) for the period from January 1, 2023 through December 31, 2024 (two years). The collision rate was calculated and considered in recommending the speed limit.
Field Review. The streets were field reviewed to determine/confirm the existing roadway characteristics, condition and placement of signs and markings, adjacent land uses, pedestrian and bicycle activity (with increased consideration of vulnerable pedestrian groups), and to identify roadway characteristics that are not readily apparent to vehicle drivers.
Analysis. The three elements and two other factors described above were used to determine the recommended speed limit. The analysis began with the 85th percentile speed from the spot speed survey and was modified, as appropriate, by the collision rate, pedestrian and bicycle activity, and existing conditions not readily apparent to the driver.
The speed limit is initially established at the nearest 5 mph increment to the 85th percentile speed. It can then be reduced by 5 mph if it meets one of the following two options:
Option 1. CVC Sections 627 and 22358.5 allow the speed limit to be reduced by 5 mph from the nearest 5 mph increment of the 85th percentile speed under certain circumstances.
Option 2. For cases where the nearest 5 mph increment would require rounding up, CVC Section 21400(b) allows the speed limit to be rounded down to the nearest 5 mph increment below the 85th percentile speed, however, no further reduction is allowed.
The following examples explain the use of these speed limit criteria:
A. Using Option 1, when the 85th percentile speed is rounded down (i.e. the 85th percentile speed is 37 mph, so the speed limit would be established at 35 mph), the speed limit could be reduced another 5 mph, to 30 mph, if the special conditions are met and justification for using the lower speed limit are documented in the engineering and traffic survey.
B. Using Option 1, when the 85th percentile speed is rounded up (i.e. the 85th percentile speed is 38 mph, so the speed limit would be established at 40 mph), the speed limit could be reduced by 5 mph, to 35 mph, if the special conditions are met and justification for using the lower speed limit are documented in the engineering and traffic survey.
C. Using Option 2, when the 85th percentile speed is rounded up (i.e. the 85th percentile speed is 38 mph and would normally be rounded up to 40 mph), instead of rounding up, the speed limit can be reduced by 5 mph (established at 35 mph), but no further reduction can be applied.
AB 43 also allows the speed limits as determined above, to be reduced an additional 5 mph or the existing speed limits to be maintained under certain conditions. If a local authority, after 796
Study Methodology
5 completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance:
Reduce the speed limit by an additional five miles per hour on a section of highway designated as a Safety Corridor or if the highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. Retain the currently adopted speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since the completion of the traffic survey that established that speed limit.
Determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 miles per hour.
A greater-than-expected collision rate is one of the special conditions under Option 1, allowing the speed limit to be established 5 mph lower than the rounded speed limit. The collision rate is based on mid-block collisions only. It is determined using the equation shown below and is then compared to the statewide average collision rate for similar roadways, found in Crash Data on California State Highways (Road Miles, Travel, Crashes, Crash Rates) published by Caltrans. The latest edition, 2023, was used for this 2025 analysis.
The collision rates are calculated using the following equation:
Collision Rate = Number of Midblock collisions x 106
24-hour volume x 365 x segment length x number of years Where: Number of midblock collisions based on 2 years (January 1, 2023 through December 31, 2024), 24-hour traffic volume (both directions) in the survey segment and segment length in miles. Rates are shown in Collisions per Million Vehicle Miles (per year) or Col/MVM.
797
Survey Results
6 SECTION 3.0
SURVEY RESULTS
3.1 Spot Speed Radar Survey
Spot speed radar surveys were conducted at each street segment to establish a reasonable and effective speed limit based on the premise that the speed limit thus established conforms to the actual behavior of the majority of motorists. The speed limit should normally be established at the five mile per hour increment nearest the 85th percentile speed, as recorded for the surveyed segment. However, engineering judgment and other factors such as collision rates (Section 3.2) and Roadway Segment Field Review (Section 3.3) may indicate the need for further reduction in establishing reasonable and effective speed limits. Table 1 shows the existing speed limit and the 85th percentile speed for each studied segment.
The criteria used to conduct the radar survey are listed in Appendices A and B.
Appendix C contains the Engineering and Speed Survey Summary sheets for each of the five (5) segments surveyed as well as those for segments previously studied. The data collected and information calculated for the radar speed survey are as follows:
Posted speed limit
Direction of survey
Date and time of speed survey
Weather conditions
Number of vehicles observed in each direction
Speed of each surveyed vehicle
15th percentile speed
50th Percentile speed
85th Percentile speed
10 mph pace speed
Percent over pace speed
Percent in pace speed
Percent under pace speed
Average speed
The summary contains information about vehicular speed data observed, collision data, street classification, and any unusual conditions at the location. 798
7 Table 1: Segment Spot Speed Summary1
(Amended August 2025)
No
Street
Between
Dir
Existing
Speed Limit3
(mph)
85th%ile
Speed
(mph)
Recommended
Speed Limit
(mph)
Comments
1 58th Street Scholar Way and Hamner Avenue E/W 35 40 35 No Change - 85th%ile, Option 2 2 65th Street Archibald Avenue and Sumner Avenue E/W 40 46 40 No Change - 85th%ile, Option 1 & CVC 22358.6(c) 3 Sumner Avenue and Hamner Avenue E/W 40 47 40 No Change - 85th%ile, Option 1 – Pedestrian & bicyclist safety, particularly for vulnerable pedestrian groups 4 Hamner Avenue and Wells Spring Street / East City Limit E/W 35 42 35 No Change - 85th%ile, Option 1 – Pedestrian & bicyclist safety, particularly for vulnerable pedestrian groups 5 6
68th Street Sumner Avenue and Hamner Avenue E/W 45 49 45 No Change - 85th%ile, Option 2 Hamner Avenue and East City Limit E/W 45 47 45 No Change - 85th%ile 7 Archibald Avenue Bluff Street and Wind River/Grapewin Street N/S 55 57 55 No Change - 85th%ile
8 Wind River/Grapewin Street and Schleisman Road
N/S 50 57 50 No Change - 85th%ile, Option 1 – Pedestrian & bicyclist safety, particularly for vulnerable pedestrian groups 9 Schleisman Road and Bellegrave Avenue / North City Limit N/S 50 55 50 No Change - 85th%ile, Option 1
10 Baron Road Archibald Avenue and Northernly Terminus E/W 35 40 35 No Change - 85th%ile, Option 1 11 12
Bellegrave Avenue Sumner Avenue and Hamner Avenue E/W 50 53 50 No Change - 85th%ile, Option 2 Hamner Avenue and East City Limit E/W 50 48 50 No Change - 85th%ile 13 Blossom Way Harrison Avenue and Sumner Avenue E/W 30 37 30 No Change - 85th%ile, Option 1 – Pedestrian & bicyclist safety, particularly for vulnerable pedestrian groups 14 Cantu-Galleano Ranch Road Hamner Ave and I-15 Freeway E/W 50 48 50 No Change – 85th%ile 15 Chandler Street Hellman Avenue and Harrison Avenue E/W 45 52 45 No Change - 85th%ile, Option 1 – Pedestrian & bicyclist safety, particularly for vulnerable pedestrian groups 16 Citrus Street Harrison Avenue and Scholar Way E/W 45 47 45 No Change - 85th%ile 17 Scholar Way to Hamner Avenue E/W 45 47 45 No Change - 85th%ile 18 Fieldmaster Street Hall Road and Archibald Avenue E/W 40 43 40 No Change - 85th%ile, Option 2 19 Goodman Way Cantu-Galleano Ranch Road and Hamner Avenue N/S & E/W 35 45 35 No Change – 85%ile, Option 2 & CVC 22358.7(a)(2) 20 Hamner Avenue South City Limit and Schleisman Road N/S 50 52 45 Decreased - 85th%ile, Option 1 21 Schleisman Road and Limonite Avenue N/S 45 51 45 No Change, - 85th%ile, Option 1 - Reduction of speed due to crash history 22 Limonite Avenue and Bellegrave Avenue N/S 45 51 45 No Change - 85th%ile, Option 1 23 Bellegrave Avenue and Cantu-Galleano Ranch Road N/S 50 48 45 Decrease – 85th%ile, Option 2. Matches segments to the south. 24 Cantu-Galleano Ranch Road and Riverside Drive N/S 50 54 45 Reduced - 85th%ile, Option 2 & CVC 22358.7(a)(2). Continuity with speed limits to the south. 25 Riverside Drive & Philadelphia Street N/S None 55 50 Established Speed Limit - 85th%ile, Option 2 26 27
Harrison Avenue Chandler Street and Schleisman Road N/S 45 50 45 No Change - 85th%ile, Option 1 Schleisman Road and Limonite Avenue2 N/S 45 47 45 No Change - 85th%ile, Option 1 – Pedestrian & bicyclist safety, particularly for vulnerable pedestrian groups 28 Limonite Avenue and Blossom Way2 N/S 45 40 35 Decrease - 85th%ile, Option 1 & CVC 22358.7(a)(2) 29 30 Hellman Avenue River Road and Chandler Street N/S 50 56 50 No Change - 85th%ile, Option 1 Chandler Street and Limonite Avenue N/S 50 55 50 No Change - 85th%ile, Option 1 31 Limonite Avenue to North City Limit N/S None 42 35 Established Speed Limit – 85th%ile, Option 1 – Pedestrian & bicyclist safety; very heavy truck traffic 32 Limonite Avenue Hellman Avenue to Cucamonga Creek Ch. NE/SW None3 52 45 Establishing speed limit - 85th%ile, Option 1 – Pedestrian & bicyclist safety 33 Cucamonga Creek Ch to Archibald Avenue NE/SW None3 52 45 Establishing speed limit - 85th%ile, Option 1 – Pedestrian & bicyclist safety 34 35 Archibald Avenue and Sumner Avenue E/W 45 53 50 Increased - 85th%ile, Option 2 Sumner Avenue and East City Limit E/W 45 49 45 No Change - 85th%ile, Option 2 (Continued on Next Page)
799
8 No
Street
Between
Dir
Existing
Speed Limit3
(mph)
85th%ile
Speed
(mph)
Recommended
Speed Limit
(mph)
Comments
36 Mission Boulevard S. Milliken Avenue and Ontario Freeway (I-15) E/W None 59 55 Established Speed Limit - 85th%ile, Option 2 37 Orange Street Sumner Avenue and Scholar Way E/W 30 45 30 No Change – AB 43 - New CVC Section 22358.8 38 Prairie Smoke Road Hellman Avenue and Whitewell Road E/W 35 42 35 No Change - 85th%ile, Option 1 39 River Road Hellman Avenue and Archibald Avenue E/W 40 49 40 No Change – AB 43 – New CVC Section 22358.8 40 Riverboat Drive Massy Harris Way and Wells Springs Street E/W 40 44 40 No Change - 85th%ile, Option 2 41 Riverside Drive Hamner Avenue & East City Limit E/W 45 48 45 No Change - 85th%ile, Option 2 42 Schleisman Road Hellman Avenue and Archibald Avenue E/W 50 57 50 No Change - 85th%ile, Option 1 43 Archibald Avenue and Sumner Avenue E/W 45 49 45 No Change - 85th%ile, Option 2 44 Sumner Avenue and Scholar Way E/W 45 48 45 No Change - 85th%ile, Option 2 45 Scholar Way and Hamner Avenue E/W 45 51 45 No Change - 85th%ile, Option 1 46 Scholar Way Citrus Street and Schleisman Road N/S 35 43 35 No Change - 85th%ile, Option 2 & CVC 22358.7 47 Schleisman Road and Limonite Avenue N/S 35 43 40 Increased - 85th%ile, Option 2 48 Limonite Avenue and Bellegrave Avenue N/S None 43 40 Established Speed Limit - 85th%ile, Option 2 49 Sumner Avenue Citrus Street and 65th Street N/S 45 51 45 No Change - 85th%ile, Option 1 50 65th Street and Bellegrave Avenue N/S 45 51 45 No Change - 85th%ile, Option 1 51 Whitewell Road Schleisman Road and Prairie Smoke Road N/S 35 40 35 No Change - 85th%ile, Option 1 - Reduction of speed due to crash history 1Roadway segments studied for 2025 E&TS are highlighted in gray. 2 Segment of Harrison Avenue between Schleisman Rd & Blossom Way was split into two segments at Limonite Ave since the character of the road north of Limonite Ave is different from south of Limonite Ave. 3Two segments, currently studied (Nos. 32 & 33), did not previously have a speed limit set by an Engineering and Traffic Survey. 4See Appendix A for modifications to CVC by new CA laws, AB 43 & AB 1938. See Appendix B, Line 12a, for explanations of Option 1 and Option 2. 800
9 Survey Results
3.2 Collision Rate Analysis
The mid-block collision rate for each roadway segment was determined by using the most recent collision records as required by CVC Section 627. Traffic collision data for the five (5) roadway segments being studied was collected from the Statewide Integrated Traffic Records System (SWITRS) collision records for the City of Eastvale from January 1, 2023 to December 31, 2024.
Based on this data, the mid-block collision rates were calculated for each roadway segment in terms of “collisions per 1,000,000 vehicle miles of travel.”
It was then determined if any of the collision rates warranted a 5 mph reduction in the rounded 85th percentile speed per Option 1. The collision rates were compared to the statewide average collision rates for similar roadways. If the collision rate is greater than the statewide rate, a 5 mph reduction may be considered. Both of the calculated roadway segment collision rates were less than the statewide average, so neither roadway segment qualified for the 5 mph reduction based on the collision rate.
The results of the collision rate calculations are shown in Table 2 and in the Engineering and Traffic Survey Summary sheets (Appendix C). A sample collision rate calculation is shown below.
Example:
Collision Rate = Number of Collisions x 106
Vehicles/Day x 365 Days/Year x Miles x Years of Collision Data
Collision rate on: Hamner Avenue between Cantu-Galleano Ranch Road and Riverside Drive:
Collision Rate = 1 x 10 6
17,865 x 365 x 1.23 x 2
= 0.06 collisions per million vehicle miles (Col/MVM)
The comparison collision rates vary from year to year. The 2023 Statewide average rates, which are the most recent rates available, were used for the five (5) segments studied in the August 2025 analysis, and are shown in the table below.
No. Street Between Lane Type
Statewide
Collision
Rate1
14 Cantu Galleano
Ranch Road Hamner Avenue & I-15 Freeway 6 lanes, Divided 1.06 19 Goodman Way Cantu-Galleano Ranch Road & Hamner Avenue 3 lanes, Undivided 1.11 24 Hamner Avenue Cantu-Galleano Ranch Road & Riverside Drive 4 lanes, Undivided 1.33 35 Limonite Avenue Sumner Avenue & East City Limit 6 lanes, Divided 1.06 41 Riverside Drive Hamner Avenue & East City Limit 4 lanes, Undivided 1.33 1 Statewide Collision Rates listed are averages for Suburban (Rural Inside City + Urban Outside City) roads.
801
10 Table 2: Collision Analysis (Amended August 2025)
No. Street Between
Segment
Length
(miles)
Segment
Length
(feet)
Average
Daily
Traffic
(ADT)
(vehs/day)
Midblock
Collisions2
Collision
Rate
(Col/MVM)
1 58th Street Scholar Way and Hamner Avenue 0.49 2,568 1,522 0 0.00 2 65th Street Archibald Avenue and Sumner Avenue 1.00 5,300 6,155 0 0.00 3 Sumner Avenue and Hamner Avenue 0.87 4,590 3,755 1 0.24 4 Hamner Avenue and Wells Spring Street 0.31 1,642 2,561 0 0.00 5 68th Street Sumner Avenue and Hamner Avenue 1.00 5,260 5,239 1 0.17 6 Hamner Avenue and East City Limit 0.50 2,650 8,469 1 0.22 7 Archibald Avenue Bluff Street and Wind River/Grapewin Street 1.46 7,700 13,631 3 0.14 8 Wind River/Grapewin Street and Schleisman Road 1.63 8,580 20,934 7 0.19 9 Schleisman Road and Bellegrave/North City Limit 1.14 6,010 22,487 3 0.11 10 Baron Road Archibald Avenue and Northerly Terminus 0.38 2,030 369 0 0.00 11 Bellegrave Avenue Sumner Avenue and Hamner Avenue 1.07 5,650 10,629 2 0.16 12 Hamner Avenue and East City Limit 0.49 5,450 10,308 0 0.00 13 Blossom Way Harrison Avenue and Sumner Avenue 0.50 2,650 2,497 0 0.00 14 Cantu-Galleano Ranch Rd Hamner Ave and I-15 Freeway 0.44 2,320 31,187 1 0.10 15 Chandler Street Hellman Avenue and Harrison Avenue 1.53 8,075 3,828 1 0.16 16 Citrus Street Harrison Avenue and Scholar Way 0.99 5,247 11,140 3 0.25 17 Scholar Way and Hamner Avenue 0.50 2,626 7,787 2 0.47 18 Fieldmaster Street Hall Road and Archibald Avenue 0.99 5,215 1,616 0 0.00 19 Goodman Way Cantu-Galleano Ranch Road & Hamner Avenue 0.68 3,600 6,365 9 2.85 20 Hamner Avenue South City Limit and Schleisman Road 0.62 3,295 18,287 1 0.08 21 Schleisman Road and Limonite Avenue 1.00 5,275 18,890 11 0.53 22 Limonite Avenue and Bellegrave Avenue 0.91 4,800 22,223 16 0.72 23 Bellegrave Avenue & Cantu-Galleano Ranch Road 0.83 4,400 25,139 3 0.20 24 Cantu-Galleano Ranch Road & Riverside Drive 1.23 6,500 17,865 1 0.06 25 Riverside Drive & Philadelphia Street 0.99 5,200 23,400 1 0.06 26 Harrison Avenue Chandler Street and Schleisman Road 1.00 5,266 5,333 1 0.17 27 Schleisman Road and Limonite Avenue 0.99 5,250 8,461 2 0.16 28 Limonite Avenue and Blossom Way (New) 0.21 1,100 3,015 0 0.00 29 Hellman Avenue River Road and Chandler Street 0.97 5,100 6,324 2 0.30 30 Chandler Street and Limonite Avenue 1.54 8,120 10,594 3 0.27 31 Limonite Avenue and North City Limit 0.20 1,070 7,317 0 0.00 (Continued on Next Page)
802
11 No. Street Between
Segment
Length
(miles)
Segment
Length
(feet)
Average
Daily
Traffic
(ADT)
(vehs/day)
Midblock
Collisions2
Collision
Rate
(Col/MVM) 3
Statewide
Collision
Rate
Segment
Rate
More
Than
Statewide
Rate?
32 Limonite Avenue Hellman Avenue to Cucamonga Creek Channel (New) 0.60 3,150 14,735 1 0.16 1.17 No 33 Cucamonga Creek Channel to Archibald Avenue (New) 0.56 2,950 15.549 0 0.00 1.17 No 34 Archibald Avenue & Sumner Avenue 1.00 5,300 22,300 8 0.49 1.17 No 35 Sumner Avenue & East City Limit 1.53 8,100 38,582 12 0.28 1.06 No 36 Mission Boulevard S Milliken Avenue and Ontario Freeway (I-15) 0.50 2,620 19,234 0 0.00 0.86 No 37 Orange Street Sumner Avenue and Scholar Way 0.50 2,630 1,027 1 1.78 1.60 Yes 38 Prairie Smoke Road Hellman Avenue and Whitewell Road 0.26 1,380 1,129 0 0.00 1.60 No 39 River Road Hellman Avenue and Archibald Avenue 0.75 3,970 7,806 4 0.62 1.32 No 40 Riverboat Drive Massy Harris Way and Wells Springs Street 0.66 3,500 735 0 0.00 1.32 No 41 Riverside Drive Hamner Avenue & East City Limit 0.44 2,300 20,231 3 0.46 1.33 No 42 Schleisman Road Hellman Avenue and Archibald Avenue 1.00 5,300 34,671 11 0.29 0.98 No 43 Archibald Avenue and Sumner Avenue 0.99 5,238 14,855 2 0.12 0.93 No 44 Sumner Avenue and Scholar Way 0.50 2,650 7,737 1 0.24 1.32 No 45 Scholar Way and Hamner Avenue 0.58 3,040 7,682 0 0.00 0.91 No 46 Scholar Way Citrus Street & Schleisman Road 0.63 3,300 6,389 0 0.00 1.24 No 47 Schleisman Road and Limonite Avenue 0.99 5,250 4,721 0 0.00 0.91 No 48 Limonite Avenue and Bellegrave Avenue 0.70 3,700 6,678 1 0.20 1.60 No 49 Sumner Avenue Citrus Street and 65th Street 1.12 5,935 4,028 0 0.00 0.93 No 50 65th Street and Bellegrave Avenue 1.03 5,422 7,857 2 0.23 0.93 No 51 Whitewell Road Schleisman Road and Prairie Smoke Road 0.29 1,542 2,056 2 3.06 1.60 Yes 1 Newly-surveyed roadway segments are highlighted in gray. 2 Number of speed-related mid-block traffic collisions during most recently available 2-year period for newly surveyed segments and 3-year period for prior segments. 3 Col/MVM = Collisions per Million Vehicle Miles per year; An actual rate greater than state average rate indicates condition that may allow a lower speed limit. 4 The previous survey on Harrison Avenue (Segment 27) included the segment of Harrison Avenue between Schleisman Road and Blossom Way was split into two segments at Limonite Avenue. The latest surveyed segment (Segment 28) includes Harrison Avenue between Limonite Avenue and Blossom Way since, the portion of the road north of Limonite Ave is different from south of Limonite Ave, the previously-surveyed segment, in width and traffic volume..
803
12 Survey Results
3.3 Roadway Segment Field Review
Section 2B.13 of the CA MUTCD 2014, “Speed Limit Signs” states that the speed limit should be established at the nearest five mile per hour increment to the 85th percentile speed recorded during the spot speed survey. However, in matching existing conditions with the traffic safety needs of the community, engineering judgment may indicate the need for a further reduction in speed, as allowed under Option 1. Whenever such factors are considered to establish the speed limit, they should be documented on the speed survey or in the accompanying engineering report.
The roadway segments were driven and videorecorded by Mr. Alan Perkins, Senior Engineering Technician, and reviewed by Ruth Smith, Senior Traffic Engineer (contracted through Ardurra Group).
The roadway characteristics, location of speed limit signs, conditions not readily apparent to the driver (lack of sidewalks/bike lanes, driveways with limited sight distance, clustered driveways, heavy truck activity, etc.), type of land use adjoining the street (commercial, residential, school zone, parks, etc.) and type of roadway (divided, undivided, number of lanes, on-street parking etc.) were noted in the study on the Strip Maps, found in Appendix D. The roadway characteristics recorded were used to determine if any physical conditions warranted consideration of an additional five mile per hour reduction of the recommended speed in accordance with CVC Section 627 and Section 22358.6(b).
The results of the roadway segment field review for each segment are indicated on the Engineering and Speed Survey Summary sheets in Appendix C.
Collision History
Collision Rate
Average Daily Traffic Volume
Road Description, including on-street parking and unusual lane configurations Factors Indicating Land or Facility that generates high concentrations of bicyclists or pedestrians, including the presence of sidewalks, bikeways, crosswalks, schools, parks, employment centers, retail, senior centers, cultural areas, religious facilities, health/medical facilities and transit stops
Pedestrian, Bicycle and Truck activity
Driveways with limited sight distance or clustered driveways Adjacent Land Uses
804
Survey Findings and Recommendations
13 SECTION 4.0
SURVEY FINDINGS AND RECOMMENDATIONS
4.1 Factors That May Be Considered
In accordance with the State-imposed speed limit establishment regulation, as defined by CVC Section 627 described in Appendix A, there are several factors that may be considered to justify setting the prima facie speed limit five mph below the rounded 85th percentile speed under Option 1.
The factors to be considered are highway, traffic, and roadside conditions, specifically including those listed below, however, factors that are readily apparent to motorists are not to be considered.
Most recent collision record (mid-block)
Roadway characteristics
Shoulder condition
Grade
Alignment
Sight Distance
Roadside development and environment
Parking practices and pedestrian activity
Commercial driveway characteristics (land use)
Pedestrian traffic with and without sidewalks
Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.
Residential density
The above factors for each roadway segment surveyed are listed in the Engineering and Traffic Survey Summary sheets in Appendix C.
4.2 Recommended Speed Limits
The 85th percentile speed and the above factors were considered in verifying existing speed limits and recommending speed limit changes (increase or decrease). Additionally, discussions were held with City staff in making decisions with respect to changing existing speed limits. This allowed for consideration of any special knowledge of the segment. Table 1 shows the surveyed road segments with posted and recommended speed limits. Table 2, the amended Collision Survey Analysis, lists the street traffic volumes, total number of collisions and calculated collision rate. 805
Survey Findings and Recommendations
14 4.3 Speed Limit Signing
All California motorists are required to know the basic 15, 25, and 55 MPH speed laws and are tested on the subject when applying for a driver’s license. Consequently, speed limit signs covering these conditions need not be posted on City streets. However, although not required by law, speed limit signs for these situations may be posted on streets that have significant daily vehicular traffic volumes, a by-pass traffic situation, the continued violation of a residential 25 MPH speed zone, or with other applicable warrants.
It is normal policy to recommend the posting of speed limit signs only of streets that have been covered by the City speed limit ordinance or by warranted situations covered above.
Speed limit signs should be installed at about one-half mile intervals on the City streets which have been speed zoned. Signs are normally installed on the exit side of traffic signal controlled intersections and the more important intersections where there is high side-street vehicle entry. It is important that motorists be given adequate information while not over-signing, which tends to confuse the motorist.
Enforcement issues can occur when, (a) the highway is posted with inappropriate speed limit signs, (b) the highway is improperly or inadequately posted; or, (c) the highway is not posted nor covered by ordinance and therefore falls under the basic speed law. In any of these events, the result is a debatable validity that may be questioned in court cases where citations are issued and contested.
806
Summary and Conclusions
15 SECTION 5.0
SUMMARY AND CONCLUSIONS
5.1 Summary and Conclusions
1. The radar survey and the raw data collection were conducted per CVC Section 627 and California Manual on Uniform Traffic Control Devices, 2014, rev 9, Section 2B.13.
2. Radar speed surveys and daily traffic counts for five (5) of the selected roadway segments on the City’s arterial roadway network were collected in 2025 on March 25.
3. Bicycle and Pedestrian mid-block collision frequency was low.
4. A summary of recommended speed limits is provided in Table 1.
5. It was concluded that the existing speed limits on one (1) of the five (5) studied roadway segments in the City of Eastvale should be changed, as listed below.
Roadway Segments with Recommended Changes to Speed Limit
No.
Street
Between
Existing
Speed
Limit
(mph)
Recommended
Speed Limit
(mph)
Comments
24 Hamner Avenue Cantu-Galleano Ranch Road &
Riverside Drive 50 45 Reducing speed limit
by 5 mph – 85th
percentile, Option 2
& CVC
22358.7(A)(2)
5.2 Speed Limit Ordinance
Based on the recommended speed zone changes, the revised “Speed Zone Ordinances” are as provided on the following pages.
807
APPENDIX A
Regulations Governing Speed Limits
(Excerpts from the California Vehicle Code)
(Updated August 2025)
808
809
1 Appendix A
RADAR SPEED ZONE SURVEYS
INTRODUCTION
This report presents the results of an Engineering and Traffic Survey for establishment of speed limits on city streets as required by Sections 22357 and 22358 of the California Vehicle Code. The review included radar surveys of prevailing vehicle speeds for each roadway segment, recent traffic counts, an analysis of reported traffic collisions recorded during the specific two-year interval of January 1, 2023 through December 31, 2024, and a field review of each roadway segment regarding roadway characteristics.
In order to enforce speed limits by radar or other electronic devices, a study must be conducted every five years. Section 40802 of the California Vehicle Code defines a speed limit enforced by radar and “….which speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation…” constitutes a speed trap, unless the following criteria are met:
If officers have completed specialized training courses that are approved by the Commission on Peace Officer Standards Training, the time span between studies can be extended to seven years.
If after seven years, “ …a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume…” the time span between studies can be extended to 14 years.
Since speed traps are illegal, the lack of an adequate study effectively precludes the police from using radar enforcement. Through adoption of this Engineering and Traffic Survey, the police department will be able to enforce posted speed limits with radar equipment. 810
2 Appendix A
REGULATIONS GOVERNING SPEED LIMITS
Under California law, the maximum speed limit for any passenger vehicle is 65 miles per hour (mph). All other speed limits are called prima facie limits which “on the face of it”, are safe and prudent under normal conditions. Certain prima facie limits are established by law and include the 25 mph limit in business and residential districts; the 15 mph limit in alleys, at blind intersections and blind railroad grade crossings; and a part-time 25 mph limit in school zones when children are going to and from school.
Intermediate speed limits between 25 and 65 mph may be established by local authorities based on engineering and traffic surveys. Such surveys include the analysis of roadway conditions, collision records, and the prevailing speed of prudent drivers using the highway under study. If speed limits are established below what the majority of drivers consider reasonable, they are often not obeyed and consequently, are difficult to enforce. Those drivers who do not comply with posted reasonable speed limits are, conversely, subject to equitable enforcement action.
The California Vehicle Code provides that the use of radar to enforce speed limits, which have not been based on an engineering and traffic survey within the preceding five years, constitutes a “speed trap”. Since speed traps are also prohibited by the code, lack of the required study effectively prohibits local agencies from using radar or lidar enforcement.
APPLICABLE CALIFORNIA VEHICLE CODE SECTIONS
Increase of Local Limits
22357. Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may by ordinance determine and declare a prima facie limit of 25 miles per hours, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey.
The provisions of this section shall not apply in respect to any 25-mile-per-hour prima facie limit, which is applicable when passing a school building or the grounds thereof.
Decrease of Local Limits
22358. Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 811
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40, 35, 30, 25, 20 or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street. (This section was modified by Assembly Bill 43 to include “20 or 15” and became effective on January 1, 2022.)
Downward Speed Zoning Exceptions
22358.5 It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions.
Initial Rounding to Nearest Five MPH
22358.6 (a) The Department of Transportation shall, in the next scheduled revision, revise and thereafter maintain the California Manual on Uniform Traffic Control Devices to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the free-flowing traffic. (b) In cases in which the speed limit needs to be rounded down to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may lower the speed limit by five miles per hour from the nearest five mile per hour increment of the 85th-percentile speed, in compliance with Sections 627 and 22358.5 and the California Manual on Uniform Traffic Control Devices, as it read on March 30, 2021, if the reasons for the lower speed limit are documented in an engineering and traffic survey. The Department of Transportation or a local authority may also take into consideration Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, if applicable.
(c) In cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment. If the speed limit is rounded down pursuant to this subdivision, the speed limit shall not be reduced any further pursuant to subdivision (b).
(d) In addition to subdivisions (b) and (c), a local authority may additionally lower the speed limit as provided in Section 22358.7.
(e) The total reduction in the speed limit pursuant to subdivisions (a) to (d), inclusive, shall not exceed 12.4 miles per hour from the 85th percentile speed. (f) Notwithstanding subdivisions (a) to (e), inclusive, a local authority may retain the currently adopted speed limit as provided in Section 22358.8 without further reduction, or restore the immediately prior adopted speed limit as provided in Section 22358.8 without further reduction.
Note: Section 22358.6 was modified by Assembly Bill 1938, and the modifications became effective on January 1, 2023.
Additional Five MPH Reduction
22358.7 (a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine 812
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and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons:
(1) The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (2) The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
(b) (1) As used in this section, “safety corridor” shall be defined by the Department of Transportation in the next revision of the California Manual on Uniform Traffic Control Devices.
In making this determination, the department shall consider highways that have the highest number of serious injuries and fatalities based on collision data that may be derived from, but not limited to, the Statewide Integrated Traffic Records System.
(2) The Department of Transportation shall, in the next revision of the California Manual on Uniform Traffic Control Devices, determine what constitutes land or facilities that generate high concentrations of bicyclists and pedestrians, as used in paragraph (2) of subdivision (a).
In making this determination, the department shall consider density, road use type, and bicycle and pedestrian infrastructure present on a section of highway. (c) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government Code, whichever is sooner. Note: Revision 8 of the California Manual on Uniform Traffic Control Devices 2014 Edition, effective on January 26, 2023, includes the provisions of this section, making them currently effective.
(d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.
Note: Section 22358.7 was added to the CVC by Assembly Bill 43, and became effective on January 1, 2022.
Maintaining Existing Speed Limit
22358.8. (a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the currently adopted speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since the completion of the traffic survey that established that speed limit. (b) This section does not authorize a speed limit to be reduced by any more than 5 mph from the currently adopted speed limit nor below the immediately prior speed limit. (c) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.
Note: Section 22358.8 was added to the CVC by Assembly Bill 43 and became effective on January 813
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1, 2022, then was amended by Assembly Bill 1938, which became effective on January 1, 2023.
Business Activity District Prima Facie Speed Limit
22358.9. (a) (1) Notwithstanding any other law, a local authority may, by ordinance, determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit. (C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit. (b) As used in this section, a “business activity district” is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets at least three of the following requirements in paragraphs (1) to (4), inclusive:
(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
(2) Parking, including parallel, diagonal, or perpendicular spaces alongside the highway. (3) Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device. (c) A local authority shall not declare a prima facie speed limit under this section on a portion of highway where the local authority has already lowered the speed limit as permitted under Section 22358.7, has retained the currently adopted speed limit under Section 22358.8, or has restored the immediately prior adopted speed limit under Section 22358.8. (d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.
Note: Section 22358.9 was added to the CVC by Assembly Bill 43 and became effective on January 1, 2022, and was then amended by Assembly Bill 1938, which became effective on January 1, 2023.
Speed Trap 40801. No peace officer or other person shall use a speed trap in arresting, or participating or assisting in the arrest of, any person for any alleged violation of this code nor shall any speed trap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code.
40802. (a) A “speed trap” is either of the following:
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(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit provided by this code or by local ordinance under paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. This paragraph does not apply to a local street, road, school zone, senior zone, or business activity district, or speed limit adopted under Section 22358.7 or 22358.8. (This section was modified by Assembly Bill 43 to add “senior zone, or business activity district” and became effective on January 1, 2022, and was then amended by Assembly Bill 1938, which became effective on January 1, 2023.)
(b) (1) For purposes of this section, a local street or road is one that is functionally classified as “local” on the “California Road System Maps,” that are approved by the Federal Highway Administration and maintained by the Department of Transportation. It may also be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions (This section was modified by Assembly Bill 43 regarding “local street or road” with no change to the meaning and became effective on January 1, 2022.):
(D) Roadway width of not more than 40 feet.
(E) Not more than one-half mile of uninterrupted length. Interruptions shall include official traffic control devices as defined in Section 445. (F) Not more than one traffic lane in each direction.
(2) For purposes of this section, “school zone” means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. “School zone” also includes the area approaching or passing any schoolgrounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in used by children if that highway is posted with a standard “SCHOOL” warning sign. (3) For purposes of this section, “senior zone” means that area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard “SENIOR” warning sign, pursuant to Section 22352. (This section was added by CA AB 43 and became effective on January 1, 2022.)
(4) For purposes of this section, “business activity center” means a section of highway described in subdivision (b) of Section 22358.9 in which a standard 25 miles per hour or 20 miles per hour speed limit has been posted pursuant to paragraph (1) of subdivision (a) of that section. (This section was added by CA AB 43 and became effective on January 1, 2022.)
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(c) (1) When all of the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training. (B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training. (C) (i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D). (ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356 or 22406.
(D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Highway Traffic Safety Administration, and has been calibrated within the three years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility.
(2) A “speed trap” is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (B) (i) A particular section of highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, 22357, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven years. (II) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 14 years. (ii) This subparagraph does not apply to local street, road or school zone, senior zone, business activity district or speed limit adopted under Section 22358.7 or 22358.8. (This section was modified by Assembly Bill 43 to add “senior zone, or business 816
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activity district” and became effective on January 1, 2022, and was then modified by Assembly Bill 1938, which became effective on January 1, 2023.)
Speed Trap Evidence
40803. (a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speed trap
(b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speed trap as defined in subdivision (b) of Section 40802. (c)When a traffic and engineering survey is required pursuant to subdivision (b) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in subdivision (b) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in subdivision (b) 40802.
Engineering and Traffic Survey
627. (a) “Engineering and traffic survey” as used in this Code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by the state and local authorities.
(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all the following
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Collision records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of 817
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separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused. (This section was modified by Assembly Bill 43 to add the increased consideration for vulnerable pedestrian groups, and became effective on January 1, 2022.)
Business District
235. A “business district: is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent of more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sided of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distance specified in this section if the above ratio of buildings in use for business to the length of the highway exists.
Residence District
515. A “residence district” is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or (b) upon both sided of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling housed or business structures. A residence district may be longer than one quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists.
Business and Residence District: Determination
240. In determining whether a highway is within a business or residence district, the following limitations shall apply and shall qualify the definitions Section 235 and 515:
(a) No building shall be counted unless its entrance faces the highway and the front of the building is within 75 feet of the roadway.
(b) Where a highway is physically divided into two or more roadways, only those buildings facing each roadway separately shall be counted for the purpose of determining whether the roadway is within a district.
(c) All churches, apartments, hotels, multiple dwelling houses, clubs and public buildings, other than schools, shall be deemed to be business structures.
(d) A highway or portion of a highway shall not be deemed to be within a district regardless of the number of buildings upon the contiguous property if there is no right of access to the highway by vehicles from the contiguous property.
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Maximum Speed Limit
22349. Except as provided in Section 22356, no person shall drive a vehicle upon a highway at a speed greater than 65 miles per hour.
Basic Speed Law
22350. No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.
Speed Law Violations
22351. (a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law.
(b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing.
Prima Facie Speed Limits
22352. The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:
1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway. This subdivision does not apply in the case of any railway grade crossing where a human flagperson is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car.
2) When traversing any intersection of highways if during the last 100 feet of the driver’s approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals.
3) On any alley.
(b) Twenty-five miles per hour:
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1) On any highway, in any business or residence district unless a different speed is determined by local authority or the Department of Transportation under procedures set forth in this code.
2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard “SCHOOL” warning sign. For the purposes of this subparagraph, standard “SCHOOL” warning signs may be placed at any distance up to 500 feet away from school grounds.
3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard “SENIOR” warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented. A local authority may request grant funding from the Active Transporatation Program pursuant to Chapter 8 (commencing with Section 2380) of Division 3 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.
(This section was modified by Assembly Bill 43 to add the grant funding, and became effective on January 1, 2022.)
State Highways within Local Jurisdictions
22354. (a) Whenever the Department of Transportation determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of a state highway where the limit of 65 miles is applicable, the department may determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie speed limit shall be effective when appropriate signs giving notice thereof are erected upon the highway.
(b) This section shall become operative on the date specified in subdivision (c) of Section 22366.
(This section was modified by Assembly Bill 43 and became effective on January 1, 2022.)
22354.5 (a) Whenever the Department of Transportation determines, upon the basis of an engineering and traffic survey, to increase or decrease the existing speed limit on a particular 820
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portion of a state highway pursuant to Section 22354, it shall, prior to increasing or decreasing that speed limit, consult with, and take into consideration the recommendations of, the Department of the California Highway Patrol.
(b) The city council or board of supervisors of a city or county through which any portion of a state highway subject to subdivision (a) extends may conduct a public hearing on the proposed increase or decrease at a convenient location as near as possible to that portion of state highway. The Department of Transportation shall take into consideration the results of the public hearing in determining whether to increase or decrease the speed limit.
Boundary Line Streets
22359. With respect to boundary line streets and highways where portions thereof are within different jurisdictions, no ordinance adopted under Sections 22357 and 22358 shall be effective as to any such portion until all authorities having jurisdiction of the portions of the street concerned have approved the same. This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions.
Multiple-Lane Highways
22361. On multiple-lane highways with two or more separate roadways, different prima facie speed limits may be established for different roadways under any of the procedures specified in Sections 22354 to 22359, inclusive.
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APPENDIX B
Speed Zoning Regulations from
Caltrans California Manual on Uniform Traffic Control Devices And Definitions of Terms
(Updated August 2025)
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California Manual on Uniform Traffic Control Devices1
(Regarding Speed Limits)
(Updated April 2025)
Section 2B.13 Speed Limit Sign (R2-1)
Support:
00 The setting of speed limits can be controversial and requires a rational and defensible determination to maintain public confidence. Speed limits are normally set near the 85th-percentile speed that statistically represents one standard deviation above the average speed and establishes the upper limit of what is considered reasonable and prudent. As with most laws, speed limits need to depend on the voluntary compliance of the greater majority of motorists. Speed limits cannot be set arbitrarily low, as this would create violators of the majority of drivers and would not command the respect of the public. Artificially low speed limits can lead to poor compliance as well as large variations in speed within the traffic stream. Increased speed variance can also create more conflicts and passing maneuvers. 00a The most effective way to reduce speeds is through a combination of strategies using traffic control devices related to speed management, roadway design and engineering solutions, traffic calming techniques and measures, public education, and enforcement efforts. Effectively managing road user speed relies on numerous factors, which include enforcement, roadway characteristics, surrounding environment, adjacent land use, and traffic control devices. Many studies find that engineering changes, such as change a road’s infrastructure, are one of the most important factors in reducing vehicle operating speeds. Engineering changes are also one of the most effective interventions at reducing pedestrian injury and fatality rates.
Potential street engineering changes, such as curb extensions, median islands, raised crosswalks, roundabouts, and speed bumps or speed humps, naturally result in lower speeds. It is realized that these engineering changes can be costly and time-consuming to implement.
Standard:
01 Speed zones (other than statutory speed limits) shall only be established on the basis of an engineering and traffic survey (E&TS) study that has been performed in accordance with traffic engineering practices. The engineering study shall include an analysis of the current speed distribution of free-flowing vehicles.
02 The Speed Limit (R2-1) sign (see Figure 2B-3) shall display the limit established by law, ordinance, regulation, or as adopted by the authorized agency based on the engineering study.
The speed limits displayed shall be in multiples of 5 mph. 03 Speed Limit (R2-1) signs, indicating speed limits for which posting is required by law, shall be located at the points of change from one speed limit to another. 04 At the downstream end of the section to which a speed limit applies, a Speed Limit sign showing the next speed limit shall be installed. Additional Speed Limit signs shall be installed beyond major intersections and at other locations where it is necessary to remind road users of the speed limit that is applicable.
05 Speed Limit signs indicating the statutory speed limits shall be installed at entrances to the State and, where appropriate, at jurisdictional boundaries in urban areas.
Support:
06 In general, the maximum speed limits applicable to rural and urban roads are established:
A. Statutorily – a maximum speed limit applicable to a particular class of road, such as freeways or city streets, that is established by State law; or
B. As altered speed zones – based on engineering studies. 07 State statutory limits might restrict the maximum speed limit that can be established on a 826
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particular road, notwithstanding what an engineering study might indicate.
Option:
08 If a jurisdiction has a policy of installing Speed Limit signs in accordance with statutory requirements only on the streets that enter a city, neighborhood, or residential area to indicate the speed limit that is applicable to the entire city, neighborhood, or residential area unless otherwise posted, a CITYWIDE (R2-5aP), NEIGHBORHOOD (R2-5bP), or RESIDENTIAL (R2-5cP) plaque may be mounted above the Speed Limit sign and an UNLESS OTHERWISE POSTED (R2-5P) plaque may be mounted below the Speed Limit sign (see Figure 2B-3).
Guidance:
09 A Reduced Speed Limit Ahead (W3-5 or W3-5a) sign (see Section 2C.38) should be used to inform road users of a reduced speed zone where the speed limit is being reduced by more than 10 mph, or where engineering judgment indicates the need for advance notice to comply with the posted speed limit ahead.
10 States and local agencies should conduct engineering studies at least once every 5, 7 or 14 years, in compliance with CVC Section 40802 to reevaluate non-statutory speed limits on segments of their roadways that have undergone significant changes since the last review, such as the addition or elimination of parking or driveways, changes in the number of travel lanes, changes in the configuration of bicycle lanes, changes in traffic control signal coordination, or significant changes in traffic volumes.
11 No more than three speed limits should be displayed on any one Speed Limit sign or assembly. 12 When a speed limit within a speed zone is posted, it should be within 5 mph of the 85th- percentile speed of free-flowing traffic.
CVC Section 22358.6 – 85th-Percentile, Rounding, 5 mph Increment, 5 mph speed reduction and Maximum Speed Reduction
Standard:
12aWhen a speed limit is to be posted, it shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic, except as shown in the two Options below for rounding down and using 5 mph speed reduction (CVC Section 22358.6(b)), or rounding up (CVC Section 22358.6(c)), or if using additional 5 mph speed reduction on local agency roadways for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)).
Option:
1. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Sections 627 and 22358.5. CVC Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, may also be considered, if applicable. See Standard below for documentation requirements. Refer to CVC Section 22358.6(b).
2. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(f). Refer to CVC Section 22358.6(c).
3. Standard:
12b If the speed limit to be posted has had the 5 mph reduction applied, then an E&TS shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. The reasons for the lower speed limit shall be in compliance with CVC Sections 627 and 22358.5. Refer to Section 22358.6(b).
12c The total reduction in the speed limit using the nearest 5 mph increment (CVC Section 22358.6(a)), rounding up (CVC Section 22358.6(c)), rounding down and using 5 mph speed reduction (CVC 827
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Section22358.6(b)), additional 5 mph speed reduction for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)), this speed reduction shall not exceed 12.4 mph from the 85th- percentile speed. Refer to CVC Section 22358.6(e).
Support:
12d Refer to Tables 2B-103(CA) and 2B-104(CA), which provides examples of 85th-percentile speed values and the application of the speed limit policies and criteria applicable per CVC 22358.6 and 22358.7.
12c The following examples are provided to explain the application of these speed limit criteria:
Example 1. Using Option 1 above and first step is to round down: If the 85th percentile speed in a speed survey for a location was 37 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. As indicated by the option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer.
Example 2. Using Option 1 above and first step is to round up: If the 85th percentile speed in a speed survey for a location was 33 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed. As indicated by the option, this 35 mph speed limit could be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer.
Example 3. Using Option 2 above and first step is to round up: If the 85th percentile speed in a speed survey for a location was 33 mph, instead of rounding up to 35mph, the speed limit can be established at 30mph, but no further reductions can be applied (which is allowed in the two examples above).
Standard:
12d Examples 1 and 2 for establishing posted speed limits shall apply to engineering and traffic surveys (E&TS) performed on or after July 1, 2009 in accordance with the Department’s Traffic Operations Policy Directive Number 09-04 dated June 29, 2009.
Option:
12e After January 1, 2012, Example 3 may be used to establish speed limits. Refer to CVC 21400(f).
Support:
12e Any existing E&TS that was performed before January 1, 2022 in accordance with previous traffic control device standards is not required to be updated until it is due for reevaluation per the 5, 7 or 14 year criteria.
CVC Sections 22358.7, 22358.8 and 22358.9 – Applicability on State Highway System & Local Agency Roadways Standard:
12f CVC Sections 22358.7, 22358.8 and 22358.9 and their related policies shall not be applicable to roadways on the State Highway System.
Support:
12g CVC Sections 22358.7, 22358.8 and 22358.9 and their related policies are applicable on local agency roadways.
12h CVC Sections 22358.7, 22358.8 and 22358.9 and their related policies are also applicable on any privately owned and maintained roads or commercial establishments, if the private road or private property has been subjected to the CVC application by the private property owner or a particular city or county enacts an ordinance or resolution to this effect. Refer to CVC Sections 21100, 21100.1, 21107, 21107.5, 21107.6, and 21107.7.
Standard:
12i The additional 5 mph speed reduction allowed by CVC Section 22358.7 on designated safety corridors or on portions of highway adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, shall not be applicable on any roadway segment that is on the State 828
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Highway System
12j The option allowed by CVC Section 22358.8 to retain the currently adopted speed limit or restore the immediately prior adopted speed limit, shall not be applicable on any roadway segment that is on the State Highway System.
12k Declaring prima facie speed limits of 25 mph or 20 mph on a highway contiguous to a business activity district allowed by CVC Section 22358.9 shall not be applicable on any roadway segment that is on the State Highway System.
CVC Section 22358.7 – Safety corridor and Land or Facilities Generating High Concentrations of Bicyclists and Pedestrians
Standard:
12l Additional lowering of the speed limits from those calculated using rounding (up or down) per CVC Section 22358.6(b) and 22358.6(c) and 5 mph speed reduction using CVC Section 22358.6(b), as included in paragraph 12a, and Options #1 and #2 processes, is prohibited, except for the local agency roadway segments designated as “safety corridor” or “land or facilities that generate high concentrations of bicyclists and pedestrians” in compliance with CVC Sections 22358.6(d) and 22358.7.
Option:
12m Local agencies may additionally lower the speed limits by 5 mph from those calculated using rounding (up or down) per CVC Section 22358.6(b) and 22358.6(c) and 5 mph speed reduction using CVC Section 22358.6(b) if, after completing an E&TS, find that the speed limit is still more than is reasonable or safe, for either of the following reasons:
1. The portion of a highway has been designated as a safety corridor.
2. The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
CVC Section 22358.7(a)(1) – “Safety Corridor” Definition Standard:
12n A safety corridor shall be defined as a roadway segment within an overall roadway network where the highest number of serious injury and fatality crashes occur.
12o One or more of the required crash weighting factors listed in the Table 2B-105(CA) shall be used to prioritize the locations of fatal and serious injury crashes in developing the “Safety Corridor”.
Option:
12p Data used to determine a safety corridor may be from the most recent Engineering and Traffic Survey (E&TS) performed. The crash data source may include, but is not limited to, California Highway Patrol’s (CHP) Statewide Integrated Traffic Records System (SWITRS).
Standard:
12q The prioritized subset of safety corridors shall:
1. Identify specific locations with high crash occurrences.
2. Identify corridor-level segments with a pattern of crash reoccurrence.
3. Be able to be stratified by mode.
12r Safety corridors shall represent a prioritized subset of the overall roadway network within an authority’s responsibilities and shall not exceed one-fifth of the overall roadway network.
Guidance:
12s A jurisdiction should use three to five years of the most recent crash data to determine a safety corridor based on Fatal and Serious Injury data.
Option:
12t For crash coverage, safety corridors may identify the subset of the overall roadway network where a minimum of 25% of the Fatal + Serious Injury (F+SI) crashes occur. 12u To identify logical termini, the geographic extent of a safety corridor may be determined by non-engineering staff.
Standard:
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21 Appendix B
12v A licensed professional engineer shall sign off on logical termini identified for a safety corridor using existing E&TS.
Option:
12w Crash/Volume rate may be used to provide additional locations to be included in the safety corridor. Local agencies may use proactive measures as indicators.
CVC Section 22358.7(a)(2) – “Land or facility that generates high concentrations of bicyclists or pedestrians” definition Standard:
12x Except for the Option in first paragraph below, a land or facility that generates high concentrations of bicyclists or pedestrians shall be defined as the portion of the highway where one or more of any of the generators listed in Table 2B-106(CA) are present within a distance of 1320 feet.
Option:
12y Crash data that demonstrates a highway segment is within the top twenty percent of pedestrian and/or bicyclist fatalities or serious injuries over a three-to-five-year period may be used in lieu of one of the generators listed in Table 2B-106(CA).
Option:
12z Crash data that demonstrates a highway segment is within the top twenty percent of pedestrian and/or bicyclist fatalities or serious injuries over a three-to-five-year period may be used in lieu of one of the generators listed in Table 2B-106(CA).
Standard:
12aa A highway segment shall be defined as the portion of the highway where a location that meets the aforementioned criteria is present within a distance of 1320 feet. Option:
12ab A highway segment may be longer than 1320 feet provided that a minimum of one location within the top twenty percent of fatal and serious injury pedestrian and/or bicyclist crashes within a three-to-five-year period is present for every 1320 feet. Standard:
12ac The top twenty percent of pedestrian and/or bicyclist fatalities or serious injury crashes within a three to five year period shall be based on the geographic area within the jurisdiction of the Engineer performing the E&TS.
Option:
12ad A high concentration of pedestrians and bicyclists may be longer than 1320 feet provided that a minimum of one generator is present for every 1320 feet.
12ae Data used to determine high concentration locations may be obtained from the most recently performed Engineering and Traffic Survey (E&TS). Standard:
12af The provisions of CVC Section 22358.7 to additionally lower the speed limit (by designating safety corridor or on portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians), shall not be applicable until actions required per CVC Section 22358.7 by Department of Transportation and Judicial Council are completed or June 30, 2024, whichever is sooner.
CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) Option:
12ag Local agency may retain the currently adopted speed limit without further reduction or restore the immediately prior adopted speed limit without further reduction as provided in CVC Section 22358.8.
Standard:
12ah Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.
12ai If local agency decides to use lower speed limit based on CVC Section 22358.8, after completing an E&TS and finding that the speed limit is still more than is reasonable or safe, it shall not be reduced by any more than 5 mph from the currently adopted speed limit nor below the immediately prior speed limit. Refer to CVC Section 22358.8(b).
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22 Appendix B
CVC Section 22358.9 – Business Activity District
Option:
12aj A local authority may, by ordinance, determine and declare a 25 or 20 mph prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 mph if the highway segment meets all of the following conditions:
1. A maximum of four traffic lanes.
2. A maximum posted 30 mph prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 mph speed limit.
3. A maximum posted 25 mph prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 mph speed limit.
12ak A “business activity district” is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets a least three of the following four requirements:
4. No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
5. Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway.
6. Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet. 7. Marked crosswalks not controlled by a traffic control device.
Standard:
12al A local authority shall not declare a prima facie speed limit on a portion of a highway where the local authority has already lowered the speed limit as permitted for designated safety corridors (CV Section 22358.7) or using the land or facility adjacent to high concentration of pedestrians and bicyclists (CVC Section 22358.7) or retained the currently adopted speed limit (CVC Section 22358.8) or have restored the immediately prior adopted speed limit (CVC Section 22358.8). Refer to CVC Section 22358.9(c). 13 Speed studies for signalized intersection approaches should be taken outside the influence area of the traffic control signal, which is generally considered to be approximately 1/2 mile, to avoid obtaining skewed results for the 85th-percentile speed.
Support:
14 Advance warning signs and other traffic control devices to attract the motorist’s attention to a signalized intersection are usually more effective than a reduced speed limit zone.
Guidance:
15 An advisory speed plaque (see Section 2C.08) mounted below a warning sign should be used to warn road users of an advisory speed for a roadway condition. A Speed Limit sign should not be used for this situation.
Option:
16 Other factors that may be considered when establishing or reevaluating speed limits are the following:
A. Road characteristics, shoulder condition, grade, alignment, and sight distance; B. The pace;
C. Roadside development and environment;
D. Parking practices and pedestrian activity; and
E. Reported crash experience for at least a 12-month period. 17 Two types of Speed Limit signs may be used: one to designate passenger car speeds, including any nighttime information or minimum speed limit that might apply; and the other to show any special speed limits for trucks and other vehicles.
18 A changeable message sign that changes the speed limit for traffic and ambient conditions may be installed provided that the appropriate speed limit is displayed at the proper times. 19 A changeable message sign that displays to approaching drivers the speed at which they are 831
23 Appendix B
traveling may be installed in conjunction with a Speed Limit sign.
Guidance:
20 If a changeable message sign displaying approach speeds is installed, the legend YOUR SPEED XX MPH or such similar legend should be displayed. The color of the changeable message legend should be a yellow legend on a black background or the reverse of these colors.
Support:
21 Advisory Speed signs and plaques are discussed in Sections 2C.08 and 2C.14. Temporary Traffic Control Zone Speed signs are discussed in Part 6. The WORK ZONE (G20-5aP) plaque intended for installation above a Speed Limit sign is discussed in Section 6F.12. School Speed Limit signs are discussed in Section 7B.15.
22 Speed limits in California are governed by the California Vehicle Code (CVC), Sections 22348 through 22413; also, pertinent sections are found in Sections 627 and 40802 and others referenced in this section. See Section 1A.11 for information regarding this publication. 23 Refer to Part 6, Section 6C.01 for speed limit signs in temporary traffic control zones. Refer to Part 7 for speed limit signs in school areas.
Engineering and Traffic Survey (E&TS)
Support:
24 CVC Section 627 defines the term “Engineering and traffic survey” and lists its requirements.
Standard:
25 An engineering and traffic survey (E&TS) shall include, among other requirements deemed necessary by the department, consideration of all of the following:
A. Prevailing speeds as determined by traffic engineering measurements.
B. Collision records.
C. Highway, traffic, and roadside conditions not readily apparent to the driver.
Guidance:
26 The E&TS should contain sufficient information to document that the required three items of CVC Section 627 are provided and that other conditions not readily apparent to a driver are properly identified. 27 Prevailing speeds are determined by a speed zone survey. A speed zone survey should include:
A. The intent of the speed measurements is to determine the actual speed of unimpeded traffic. The speed of traffic should not be altered by concentrated law enforcement, or other means, just prior to, or while taking the speed measurements.
B. Only one person is required for the field work. Speeds should be read directly from a radar or other electronic speed measuring devices; or,
C. Devices, other than radar, capable of accurately distinguishing and measuring the unimpeded speed of free flowing vehicles may be used.
D. A location should be selected where prevailing speeds are representative of the entire speed zone section.
If speeds vary on a given route, more than one speed zone section may be required, with separate measurements for each section. Locations for measurements should be chosen so as to minimize the effects of traffic signals or stop signs.
E. Speed measurements should be taken during off-peak hours between peak traffic periods on weekdays. If there is difficulty in obtaining the desired quantity, speed measurements may be taken during any period with free flowing traffic.
F. The weather should be fair (dry pavement) with no unusual conditions prevailing.
G. The surveyor and equipment should not affect the traffic speeds. For this reason, an unmarked car is recommended, and the radar speed meter located as inconspicuously as possible.
H. In order for the sample to be representative of the actual traffic flow, the minimum sample should be 100 832
24 Appendix B
vehicles in each survey. In no case should the sample contain less than 50 vehicles.
I. Short speed zones of less than 0.5 mile should be avoided, except in transition areas.
J. Speed zone changes should be coordinated with changes in roadway conditions or roadside development.
K. Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable.
L. Speed zoning should be coordinated with adjacent jurisdictions.
Support:
28 Physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to the driver, in the absence of other factors, would not require special downward speed zoning. Refer to CVC 22358.5.
Option:
29 When qualifying an appropriate speed limit, local authorities may also consider all of the following findings:
A. Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
1. Upon one side of the highway, within 0.25 mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.
2. Upon both sides of the highway, collectively, within a distance of 0.25 mile the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
3. The portion of highway is larger than 0.25 mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph a or b.
B. Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused. 30 The following two methods of conducting E&TS may be used to establish speed limits:
1. State Highways - The E&TS for State highways is made under the direction of the Department of Transportation’s District Traffic Engineer. The data includes:
a. One copy of the Example of Speed Zone Survey Sheet (See Figure 2B-101(CA)) showing:
• A north arrow
• Engineer's station or post mileage
• Limits of the proposed zones
• Appropriate notations showing type of roadside development, such as “scattered business,” “solid residential,” etc. Schools adjacent to the highway are shown, but other buildings need not be plotted unless they are a factor in the speed recommendation or the point of termination of a speed zone.
• Collision rates for the zones involved
• Average daily traffic volume
• Location of traffic signals, signs and markings
• If the highway is divided, the limits of zones for each direction of travel • Plotted 85th percentile and pace speeds at location taken showing speed profile b. A report to the District Director that includes:
• The reason for the initiation of speed zone survey.
• Recommendations and supporting reasons.
• The enforcement jurisdictions involved and the recommendations and opinions of those officials. • The stationing or reference post in mileage at the beginning and ending of each proposed zone and any intermediate equations. Location ties must be given to readily identifiable physical features.
2. City and County Through Highways, Arterials, Collector Roads and Local Streets. a. The short method of speed zoning is based on the premise that a reasonable speed limit is one that 833
25 Appendix B
conforms to the actual behavior of the majority of motorists, and that by measuring motorists' speeds, one will be able to select a speed limit that is both reasonable and effective. Other factors that need to be considered include but are not limited to: the most recent two-year collision record, roadway design speed, safe stopping sight distance, superelevation, shoulder conditions, profile conditions, intersection spacing and offsets, commercial driveway characteristics, and pedestrian traffic in the roadway without sidewalks.
b. Determination of Existing Speed Limits - Figures 2B-103(CA) & 2B-104(CA) show examples of data sheets which may be used to record speed observations. Specific types of vehicles may be tallied by use of letter symbols in appropriate squares.
31 In most situations, the short form for local streets and roads will be adequate; however, the procedure used on State highways may be used at the option of the local agency. 32 Any agency may lower the speed limit below the prima facie speed limit after performing, and based on the results of an E&TS.
Guidance:
33 The establishment of a speed limit of more than 5 mph below the 85th percentile speed should be done with great care as studies have shown that establishing a speed limit at less than the 85th percentile generally results in an increase in collision rates; in addition, this may make violators of a disproportionate number of the reasonable majority of drivers.
Support:
34 Generally, the most decisive evidence of conditions not readily apparent to the driver surface in collision histories.
35 Speed limits are established at or near the 85th percentile speed, which is defined as that speed at or below which 85th percent of the traffic is moving. The 85th percentile speed is often referred to as the critical speed.
Pace speed is defined as the 10 mph increment of speed containing the largest number of vehicles (See Figure 2B-102(CA)). The lower limit of the pace is plotted on the Speed Zone Survey Sheets as an aid in determining the proper zone limits. Speed limits higher than the 85th percentile are not generally considered reasonable and prudent. Speed limits below the 85th percentile do not ordinarily facilitate the orderly movement of traffic and require constant enforcement to maintain compliance. Speed limits established on the basis of the 85th percentile conform to the consensus of those who drive highways as to what speed is reasonable and prudent, and are not dependent on the judgment of one or a few individuals. 36 The majority of drivers comply with the basic speed law. Speed limits set at or near the 85th percentile speed provide law enforcement officers with a limit to cite drivers who will not conform to what the majority considers reasonable and prudent.
Further studies show that establishing a speed limit at less than the 85th percentile (Critical Speed) generally results in an increase in collision rates.
Option:
37 When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, as indicated in collision records, speed limits somewhat below the 85th percentile may be justified. Concurrence and support of enforcement officials are necessary for the successful operation of a restricted speed zone.
Guidance:
38 Speed zones of less than 0.5 mile and short transition zones should be avoided.
Signs
Standard:
39 The Speed Limit (R2-1) sign shall be used to give notice of a prima facie or maximum speed limit except as provided under Prima Facie Speed Limits in CVC 22352. 40 When used, the TRUCKS, 3 AXLES OR MORE 55 MAXIMUM (R6-3(CA)) sign shall be installed 834
26 Appendix B
approximately 750 feet following each R2-1 sign.
41 The ALL VEHICLES WHEN TOWING 55 MAXIMUM (R6-4(CA)) sign shall be installed approximately 750 feet following the R6-3(CA) sign.
Guidance:
42 The R6-3(CA) and R6-4(CA) signs should be placed on highway segments where speeds in excess of 55 mph are permitted.
Option:
43 The existing AUTOS WITH TRAILERS, TRUCKS 55 MAXIMUM (R6-1(CA)) sign may remain in place until it is knocked down, damaged, stolen, vandalized, or otherwise reaches the end of its useful life. 44 The local California Highway Patrol office may be consulted to identify highway segments where enforcement is an issue.
On these segments early replacement of existing R6-1(CA) signs may be necessary.
Support:
45 Refer to CVC Section 22406 for types of vehicles subject to the 55 mph maximum speed limit.
Option:
46 The Speed Zone Ahead (R2-4(CA)) sign (see Figure 2B-3(CA)) may be used to inform the motorist of a reduced speed zone.
47 The R2-4(CA) sign shall always be followed by a Speed Limit (R2-1) sign installed at the beginning of the zone where the reduced speed limit applies.
48 The End Speed Limit (R3(CA)) sign shall only be used to mark the end of a speed zone. 49 The R3(CA) sign shall not be used at a transition into a change in speed limits within a reduced zone.
Option:
50 The R3(CA) sign (see Figure 2B-3(CA)) may be used with the TRUCK (M4-4) plaque to mark the end of truck speed zones on descending grades.
Standard:
51 Speed limit signs shall be placed at the beginning of all restricted speed zones.
Option:
52 Where speed zones are longer than 1 mile, intermediate signs may be placed at approximate 1 mile intervals. For three or more lanes in each direction, dual installation may be used.
Standard:
53 The Speed Limit (R2-1) and End Speed Limit (R3(CA)) signs, as appropriate shall be placed at the end of all restricted speed zones.
54 Freeways with 65 mph and those segments where a speed limit of 70 mph has been approved by the Department of Transportation, with approval by the California Highway Patrol, shall be posted as follows:
• At the segment entrance, R2-1 signs shall be installed right of traffic off of the right shoulder. • R2-1 signs shall also be installed off of the right shoulder only, throughout the segment, at a maximum of 25 mile intervals.
Option:
• The 25 mile interval may be modified to include locations following entrance ramps.
Standard:
• The R6-3(CA) sign (see Figure 2B-3(CA)) shall be installed approximately 750 feet following each R2-1 sign, both at the beginning and throughout each 60, 65 or 70 mph segment. • The R6-4(CA) sign (see Figure 2B-3(CA)) shall be installed approximately 750 feet following each R6-3(CA) sign.
Option:
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27 Appendix B
• The SLOWER TRAFFIC KEEP RIGHT (R4-3) signs may be installed at locations where there is a tendency of the motorists to drive in the left-hand lane(s) below the normal speed of traffic.
Standard:
• Signs shall be placed in protected locations.
• At the end of the 70/65 mph segment, R2-1 signs shall be installed off of the right shoulder. 55 Freeway segments where a 55 mph speed limit has been approved by the Department of Transportation, with the approval of the California Highway Patrol, shall be posted as follows:
• The beginning of the segment shall be posted with an R2-1 sign installed on the right shoulder and left shoulder where the median is of sufficient width to permit sign maintenance without lane closures.
Guidance:
• Subsequent signs should then be posted on the right shoulder, on approximate 3 mile intervals, with no more than 3 interchanges between signs.
• At the end of the segment, an R2-1 sign with the appropriate number for the next speed limit should be posted on the right shoulder.
56 Conventional highways with 55 mph speed limits should be posted as follows:
• The beginning of the segment shall be posted with an R2-1 sign installed on the right shoulder.
Guidance:
• Subsequent signs should then be posted on approximate 5 to 10 mile intervals and immediately after locations where significant volumes of traffic enter the segment. • At the end of the segment, an R2-1 sign with the appropriate number for the next speed limit should be posted on the right shoulder.
Conventional highways with 65 mph speed limits should be posted as follows:
• The beginning of the segment should be posted with an R2-1 sign installed on the right shoulder. • Subsequent signs should then be posted at 5 to 10 mile intervals and after locations where significant volumes of traffic enter the segment.
• At the end of the segment, an R2-1 sign with the appropriate number for the next speed limit should be posted on the right shoulder.
Option:
57 Pavement markings with appropriate numerals (see Section 3B.21) may be used to supplement speed limit signs.
Standard:
58 The R2-1 and R6-3(CA) and R6-4(CA) signs giving maximum statewide speed limits for various types of vehicles shall be installed on all State highways near the points of entrance into California.
Guidance:
59 The R2-1 and R6-3(CA) and R6-4(CA) signs should be placed in a location to be most effectively viewed by the approaching motorists.
Standard:
60 Speed Limit (R2-1) signs shall be installed throughout segments of freeway with posted speed limits of 65 mph or 70 mph at a maximum of 25 mile intervals.
Option:
61 The 25 mile interval may be modified to include locations following entrance ramps.
Standard:
62 Speed Limit (R2-1) signs shall be installed throughout segments of conventional highways with a posted speed limit of 65 mph at 5 mile to 10 mile intervals. 63 Speed Limit (R2-1) signs shall be installed throughout segments of freeway with a posted speed 836
28 Appendix B
limit of 55 mph at approximately 3 mile intervals with no more than 3 interchanges between signs. 64 Speed Limit (R2-1) signs shall be installed throughout segments of conventional highways with a posted speed limit of 55 mph at 5 mile to 10 mile intervals.
Speed Enforced Signs
Option:
65 The SPEED ENFORCED BY RADAR (R48(CA)) sign (see Figure 2B-3(CA)) may be used where the California Highway Patrol has received authority to use radar and requests such signs.
Guidance:
66 One sign should be used in each direction at the beginning of the segment of roadway, and at intervening major route intersections, where radar enforcement is in effect.
Support:
67 The R48(CA) sign is a stand-alone sign intended to alert motorists that speed is enforced by radar on a particular segment of roadway.
Option:
68 The RADAR ENFORCED (R48-1(CA)) sign (see Figure 2B-3(CA)) may be used in combination with the Speed Limit (R2-1) sign on any roadway where law enforcement has the authority to use radar.
Guidance:
69 When used, the R48-1(CA) sign should be placed below the R2-1 sign, at the beginning of the segment of roadway and at intervening major intersections, where radar enforcement is in effect.
Option:
70 The SPEED ENFORCED BY AIRCRAFT (R48-2(CA)) sign (see Figure 2B-3(CA)) may be placed, when requested by the California Highway Patrol, on sections of highway regularly patrolled by aircraft.
Standard:
71 The R48-2(CA) sign shall be used for both directions of travel.
Guidance:
72 The R48-2(CA) sign should be placed at the beginning of the section and spaced at 25 mile intervals. See Figure 3B-105(CA).
Vehicle Speed Feedback Signs
Option:
73 A Vehicle Speed Feedback sign that displays to approaching drivers the speed at which they are traveling may be installed in conjunction with a Speed Limit (R2-1) sign.
Standard:
74 If a Vehicle Speed Feedback sign displaying approach speeds is installed, the legend shall be YOUR SPEED XX. The numerals displaying the speed shall be white, yellow, yellow-green or amber color on black background. When activated, lights shall be steady-burn conforming to the provisions of CVC Sections 21466 and 21466.5. Vehicle Speed Feedback signs shall not alternatively be operated as variable speed limit signs.
Guidance:
75 To the degree practical, numerals for displaying approach speeds should be similar font and size as numerals on the corresponding Speed Limit (R2-1) sign.
Option:
76 When used, the Vehicle Speed Feedback sign may be mounted on either a separate support or on the same support as the Speed Limit (R2-1) sign.
77 In lieu of lights, legend may be retroreflective film for flip-disk systems. 78 The legend YOUR SPEED may be white on black plaque located above the changeable speed display.
Support:
837
29 Appendix B
79 Driver comprehension may improve when the Vehicle Speed Feedback Sign is mounted on the same support below the Speed Limit (R2-1) sign.
80 Vehicle Speed Feedback Signs are appropriate for use with advisory speed signs and with temporary signs in temporary traffic control zones.
Basic Speed Law and Prima Facie Speed Limits – See CVC 22350 & 22352 Support:
81 The basic speed law states “No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.” Standard:
82 Prima facie speed limits are specific limits and shall apply unless changed based upon an engineering and traffic survey (E&TS) and signs are posted that display the new speed limit.
Option:
83 Prima facie speed limits may be preempted by the basic speed law, when roadway, traffic or weather conditions warrant a lower speed.
Use of Metric System Designations – See CVC 21351.3
Option:
84 Dual units for speed limits on signs may be placed on local streets and roads in both Metric and English units.
Guidance:
85 If used, dual unit speed limits should be rounded to the nearest 10 km/h for Metric and 5 mph for English units for posting on signs on local streets and roads.
Support:
86 Refer to AASHTO’s Traffic Engineering Metric Conversion Factors. See Section 1A.11 for information regarding this publication.
Standard:
87 Metric speed limits shall not be placed on State highways. For use in this California MUTCD, 70 mph shall be shown as a metric equivalent of 110 km/h, neither of which shall be used on any local street or road.
Legal Authority for Establishing Speed Limits
Support:
88 Delegation of legal authority to set speed limits on State highways is given to Department of Transportation’s District Directors. The District Director of each transportation district is authorized to issue orders regulating the speed of traffic, up to 65 mph on State highways. The Director of the Department of Transportation retains the authority to approve variable, minimum, and maximum speeds up to 70 mph on State freeways.
Standard:
89 The speed limits shown in Table 2B-101(CA) shall apply, unless changed upon the basis of an engineering and traffic survey (E&TS).
Option:
90 The speed limits shown in Table 2B-102(CA) may apply, unless changed upon E&TS.
Variable Speed Limits on Freeways - See CVC 22355
Option:
91 The following speed limits may apply:
a. Whenever the Department of Transportation determines based upon an engineering and traffic survey (E&TS) that the safe and orderly movement of traffic upon any freeway segment will be facilitated by the establishment of variable speed limits.
838
30 Appendix B
b. The Department may erect, regulate, and control signs upon the state highway which is a freeway, or any portion thereof, which, if used, signs shall be designed to permit display of different speeds at various times of the day or night.
c. Such signs need not conform to the standards & specifications per CVC 21400, but if used, shall be of sufficient size and clarity to give adequate notice of the applicable speed limit.
Minimum Speed Limits on State Highways - See CVC 22400
Option:
92 The following speed limits may apply:
a. Whenever the Department of Transportation determines based upon an engineering and traffic survey (E&TS) that slow speeds on any part of a state highway consistently impede the normal and reasonable movement of traffic, the Department may determine and declare a minimum speed limit. Appropriate signs giving notice shall then be installed on that segment.
b. A motorist can be cited for stopping or impeding the normal and reasonable movement of traffic unless the stop is necessary for safe operation and in compliance with the law.
Speed Traps
Support:
93 Refer to CVC 40802 for Speed Traps.
Standard:
94 A speed trap shall not apply to a local street, road, or school zone.
Support:
95 Senior zone is an area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard “SENIOR” warning sign pursuant to CVC Section 22352. 96 Business activity district is a section of highway described in CVC Section 22358.9(b) in which a standard 25 mph or 20 mph speed limit sign has been posted pursuant to CVC Section 22358.9(a)(1).
Standard:
97 A section of highway shall be defined as a speed trap if the prima facie speed limit is not justified by an engineering and traffic survey (E&TS) within five years, and the enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. 98 This time provision shall be extended to seven years when using radar and all of the following criteria are met:
The arresting officer has successfully completed a minimum of 24 hours of certified radar operator course training.
The radar used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation.
99 This time provision shall be extended to seven years when using laser or other electronic device (other than radar) and all of the following criteria are met:
• The arresting officer has successfully completed a minimum of 24 hours of certified radar operator course training.
The arresting officer has successfully completed a minimum of 2 hours of additional approved certified training.
The radar used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation.
Option:
100 This time provision for an E&TS may be extended to ten years when all of the above conditions are 839
31 Appendix B
met and no significant changes in roadway or traffic conditions have occurred, including changes in adjoining property or land use, roadway width, or traffic volume as determined by a registered engineer.
Truck Speed Zone on Descending Grades
Guidance:
101 Highway descending grades, if used for posting TRUCK Speed Limit signs (R2-1 and M4-4) for trucks travelling downhill, should have recorded incident history of runaway commercial vehicles. Descending grades shorter than 1 mile should be avoided for posting signs because deceleration of vehicles due to braking action can generally provide sufficient control on descending grades of less than 1 mile.
Support:
102 To establish a downhill truck speed limit, a physical profile showing length and gradient and a downhill speed profile for three or more axle commercial vehicles with a gross rating of 10,000 lbs. or more will be provided.
Standard:
103 Speed profiles for truck speed limits shall be prepared on the same form as other speed surveys.
An analysis of collisions involving trucks shall be prepared.
Guidance:
104 Posted speeds should be on the low side of the scale, generally within the pace of loaded commercial vehicles.
Standard:
105 If warranted, the Department of Transportation’s District Director shall issue a standard speed zone order.
Support:
106 Posting of the regulation will be by placement of a standard 36 x 45 inch Speed Limit (R2-1) sign with a TRUCK (M4-4) plate above.
Standard:
107 A standard End Speed Limit (R3(CA)) sign with TRUCK (M4-4) plate shall be posted at the end of the truck zone when appropriate.
Speed Zones in Temporary Traffic Control Areas
Support:
108 For signing and establishing speed zones in temporary traffic control areas, refer to Section 6C.01 in Part
Speed Zones and Traffic Signals
Standard:
109 An agency changing the speed limits within its jurisdiction shall report the speed limit change to the agency operating and maintaining traffic signals within the speed zone no later than 30 days before changing the posted speed limit.
Support:
110 Changing the signal timing and adjusting the advance detector loops based on the revised speed limits can enhance the operations of the traffic signal.
1 Black text is consistent with the federal MUTCD, blue text is where the CA MUTCD differs from the federal MUTCD, green text was added to the CA MUTCD in compliance with AB 43 & AB 1938.
840
32 Appendix B
1 Black text is consistent with the federal MUTCD, blue text is where the CA MUTCD differs from the federal MUTCD, green text was added to the CA MUTCD in compliance with AB 43 & AB 1938.
841
33 Appendix B
1 Black text is consistent with the federal MUTCD, blue text is where the CA MUTCD differs from the federal MUTCD, green text was added to the CA MUTCD in compliance with AB 43 & AB 1938.
842
34 Appendix B
1 Black text is consistent with the federal MUTCD, blue text is where the CA MUTCD differs from the federal MUTCD, green text was added to the CA MUTCD in compliance with AB 43 & AB 1938.
843
35 Appendix B
1 Black text is consistent with the federal MUTCD, blue text is where the CA MUTCD differs from the federal MUTCD, green text was added to the CA MUTCD in compliance with AB 43 & AB 1938.
844
36 Appendix B
1 Black text is consistent with the federal MUTCD, blue text is where the CA MUTCD differs from the federal MUTCD, green text was added to the CA MUTCD in compliance with AB 43 & AB 1938.
845
37 Appendix B
Definitions of Selected Terms Used in the CA MUTCD
Text Headings
Standard—a statement of required, mandatory, or specifically prohibitive practice regarding a traffic control device. All Standard statements are labeled, and the text appears in bold type. The verb “shall” is typically used. The verbs “should” and “may” are not used in Standard statements.
Standard statements are sometimes modified by Options.
Guidance—a statement of recommended, but not mandatory, practice in typical situations, with deviations allowed if engineering judgment or engineering study indicates the deviation to be appropriate. All Guidance statements are labeled, and the text appears in non-bolded type. The verb “should” is typically used. The verbs “shall” and “may” are not used in Guidance statements.
Guidance statements are sometimes modified by Options.
Option—a statement of practice that is a permissive condition and carries no requirement or recommendation. Option statements sometime contain allowable modifications to a Standard or Guidance statement. All Option statements are labeled, and the text appears in non-bolded type.
The verb “may” is typically used. The verbs “shall” and “should” are not used in Option statements.
Support—an informational statement that does not convey any degree of mandate, recommendation, authorization, prohibition, or enforceable condition. Support statements are labeled, and the text appears in non-bolded type. The verbs “shall,” “should,” and “may” are not used in Support statements.
Words and Phrases
Speed—speed is defined based on the following classifications:
(a) Average Speed—the summation of the instantaneous or spot-measured speeds at a specific location of vehicles divided by the number of vehicles observed. (b) Design Speed—a selected speed used to determine the various geometric design features of a roadway.
(c) 85th-Percentile Speed—the speed at or below which 85 percent of the motor vehicles travel.
(d) Operating Speed—a speed at which a typical vehicle or the overall traffic operates.
Operating speed might be defined with speed values such as the average, pace, or 85th- percentile speeds.
(e) Pace—the 10 mph speed range representing the speeds of the largest percentage of vehicles in the traffic stream.
846
38 Appendix B
Speed Limit—the maximum (or minimum) speed applicable to a section of highway as established by law or regulation.
Posted Speed Limit—a speed limit determined by law or regulation and displayed on Speed Limit signs.
Speed Zone—a section of highway with a speed limit that is established by law or regulation, but which might be different from a legislatively specified statutory speed limit.
Statutory Speed Limit—a speed limit established by legislative action that typically is applicable for a particular class of highways with specified design, functional, jurisdictional and/or location characteristics and that is not necessarily displayed on Speed Limit signs.
Average Daily Traffic (ADT)—the average 24 hour volume, being the total volume during a stated period divided by the number of days in that period. Normally, this would be periodic daily traffic volumes over several days, not adjusted for days of the week or seasons of the year.
Bicycle Lane—a portion of a roadway that has been designated for preferential or exclusive use by bicyclists by pavement markings and, if used, signs. See Class II Bikeway.
Business District - A "business district" is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distances specified in this section if the above ratio of buildings in use for business to the length of the highway exists. Refer to CVC 235.
CVC – California Vehicle Code.
Class II Bikeway (such as a Bike Lane) – Provides a restricted right-of-way designated for the exclusive or semi-exclusive use of bicycles with through travel by motor vehicles or pedestrians prohibited, but with vehicle parking and crossflows by pedestrians and motorists permitted. Refer to California Streets and Highways Code Section 890.4. Refer to Caltrans’ Highway Design Manual Index 1003.2 for design criteria.
Divided Highway – A highway with separated roadbeds for traffic in opposing directions.
Engineer – a person registered under California Professional Engineers Act as a professional engineer, including any of the branches thereof. Refer to California Business and Professions Code Section 6706. 63b. Engineering and Traffic Survey – Refer to CVC 627.
Engineering Judgment—the evaluation of available pertinent information, and the application of appropriate principles, experience, education, discretion, provisions, and practices as contained in this Manual and other sources, for the purpose of deciding upon the applicability, design, operation, or installation of a traffic control device. Engineering judgment shall be 847
39 Appendix B
exercised by an engineer, or by an individual working under the supervision of an engineer, through the application of procedures and criteria established by the engineer. Documentation of engineering judgment is not required.
Engineering Study—the comprehensive analysis and evaluation of available pertinent information, and the application of appropriate principles, engineering judgment, experience, education, discretion, provisions, and practices as contained in this Manual and other sources, for the purpose of deciding upon the applicability, design, operation, or installation of a traffic control device. An engineering study shall be performed by an engineer, or by an individual working under the supervision of an engineer, through the application of procedures and criteria established by the engineer. An engineering study shall be documented.
Median—the area between two roadways of a divided highway measured from edge of traveled way to edge of traveled way. The median excludes turn lanes. The median width might be different between intersections, interchanges, and at opposite approaches of the same intersection.
Multi-Lane—more than one lane moving in the same direction. A multi-lane street, highway, or roadway has a basic cross-section comprised of two or more through lanes in one or both directions. A multi-lane approach has two or more lanes moving toward the intersection, including turning lanes.
Pedestrian—a person on foot, in a wheelchair, on skates, or on a skateboard. As per CVC 467, (a) A "pedestrian" is a person who is afoot or who is using any of the following: (1) A means of conveyance propelled by human power other than a bicycle. (2) An electric personal assistive mobility device. (b) "Pedestrian" includes a person who is operating a self-propelled wheelchair, motorized tricycle, or motorized quadricycle and, by reason of physical disability, is otherwise unable to move about as a pedestrian, as specified in subdivision(a).
Pedestrian Facilities—a general term denoting improvements and provisions made to accommodate or encourage walking.
Roadway—that portion of a highway improved, designed, or ordinarily used for vehicular travel and parking lanes, but exclusive of the sidewalk, berm, or shoulder even though such sidewalk, berm, or shoulder is used by persons riding bicycles or other human-powered vehicles. In the event a highway includes two or more separate roadways, the term roadway as used in this Manual shall refer to any such roadway separately, but not to all such roadways collectively. Refer to CVC 527.
Shared-Use Path (Class I Bikeway) —a bikeway outside the traveled way and physically separated from motorized vehicular traffic by an open space or barrier and either within the highway right-of-way or within an independent alignment. Shared-use paths are also used by pedestrians (including skaters, users of manual and motorized wheelchairs, and joggers) and other authorized motorized and non-motorized users. Refer to the Caltrans’ Highway Design Manual Index 1003.1 for design criteria.
848
40 Appendix B
Shoulder – The portion of the highway contiguous with the roadway for accommodations of pedestrians, bicyclists, stopped vehicles, for emergency use, and for lateral support of base and surface courses.
Sidewalk—that portion of a street between the curb line, or the lateral line of a roadway, and the adjacent property line or on easements of private property that is paved or improved and intended for use by pedestrians. As per CVC 555, "Sidewalk" is that portion of a highway, other than the roadway, set apart by curbs, barriers, markings or other delineation for pedestrian travel.
Traffic Control Device—a sign, signal, marking, or other device used to regulate, warn, or guide traffic, placed on, over, or adjacent to a street, highway, private road open to public travel (see definition of private road open to public travel), pedestrian facility, or shared-use path by authority of a public agency or official having jurisdiction, or, in the case of a private road open to public travel (see definition of private road open to public travel), by authority of the private owner or private official having jurisdiction.
849
850
APPENDIX C
Engineering and Traffic Survey Summary Sheets
(Updated August 2025)
851
852
Location: 58th Street
Between: Scholar Way & Hamner Avenue
Survey Date: July 29, 2021
Segment No.: 1
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
1.60 Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recom
me
ndation based on:
* Contract services provided by lnterwest Consulting Group July 1, 2018 - June 30, 2021
0 Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
1,522
2,586
0.49 Single Lane Each Direction
Collector
Speed Survey Data
40 mph
31-40 mph
35 mph
0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Sidewalk on north side only at Scholar Way.
Roadway Geometrics:
85th percentile speed, Option 2
(rounded to 40 mph, then reduced 5mph)
Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Comments
:
Ped/bike safety
Residential
No
35 mph
Recommendation
12/20/2021
Appendix C
853
Engineering and Traffic Survey Summary
Location: Survey Date: 3/19/2025
Between: Segment No.: 2
Direction of Travel:
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile Speed (mph):
10 mph Pace:
Posted Speed Limit (mph):
Date Range:
Total Collisions:
Collision Rate (crashes / MVM):
Statewide Collision Rate:
Adjacent Land Use:
Recommended Speed Limit:
Speed Limit Change:
Recommendation Based On:
Approved and Authorized for release by City Traffic Engineer*:
5/7/2025
Ruth Smith, TE, PTP TE 1650 Date
* Contract services provided by Ardurra, Inc.
Speed Limit Recommendation
40 mph
No Change, same as existing
85th percentile speed, Option 1 & CVC 22358.6(c)
Residential
38 - 47 mph
40 Collision History
January 1, 2023 - December 31, 2024
0 0.00
1.24 Conditions Not Readily Apparent
Conditions:
Heavy pedestrian & vehicular traffic during school. Sidewalk located next to curb, so vehicular traffic is in close proximity to pedestrians and bike traffic.
Roadway Geometrics:
4-Lane, Divided. Straight alignment. Bike lanes, but substandard.
Comments:
Near Cedar Creek Park at Cedar Creek Rd. Rosa Parks Elementary at Harrison Ave.
Residences do not front on 65th St. - no direct access. 46 65th Street
Archibald Avenue & Sumner Avenue
East/West
Traffic Data
6,155
5,300
1.00 2 Lanes Each Direction w/ painted median
Secondary Collector
Speed Survey Data
854
Location: 65th Street
Between: Sumner Avenue & Hamner Avenue
Survey Date: July 22, 2021
Segment No.: 3
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.93
Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recommendation based on:
* Contract services provided by lnterwest Consulting Group 85th percentile speed, Option 1
(rounded down to 45 mph, then reduced 5mph due to ped/bike safety) Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Comments:
ped/bike safety
Residential
No
0.24, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Sidewalk located next to curb, so vehicular traffic is in close proximity to pedestrians and any bike traffic. Near Cedar Creek Park at Cedar Creek Rd. Rosa Parks Elementary School at Harrison Ave.
Roadway Geometrics:
40 mph
Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
3,755
5,300
1.00 2 Lanes Each Direction w/painted median
Secondary
Speed Survey Data
47 mph
39-48 mph
40 mph
Recommendation
July 1, 2018 - June 30, 2021
1 12/21/2021
Appendix C
855
Location: 65th Street
Between: Hamner Avenue & Wells Spring Street/East City Limit Survey Date: July 22, 2021
Segment No.: 4
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 1.60
Adjacent Land Use:
Recom
mended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group July 1, 2018 - June 30, 2021
0 Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
2,561
1,642
0.31 Single Lane Each Direction
Collector
Speed Survey Data
42 mph
30-39 mph
35 mph
0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Roadway Geometrics:
85th percentile speed, Option 1
(rounded down to 40 mph, then reduced 5 mph due to ped/bike safety) Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Comments:
ped/bike safety
Residential
No
35 mph
Recommendation
12/20/2021
Appendix C
856
Location: 68th Street Survey Date: February 10, 2021
Between: Sumner Avenue & Hamner Avenue Segment No.: 5
Direction of Travel: E
ast/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Lim
it:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 1.32
Adjacent Land Use:
Recom
mended Speed:
Speed Limit Change:
Recom
me
ndation based on:
* Contract services provided by lnterwest Consulting Group July 1, 2018 - June 30, 2021
0 Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
5,239
5,260
1.00 Single Lane Each Direction
Local
Speed Survey Data
49 mph
39-48 mph
45 mph
0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Sun for westbound direction is very bright in the evening. No bike lanes. Street parking near Harada Park.
Roadway Geometrics:
85th percentile speed, Option 2
(rounded up to 50 mph, then reduced another 5mph)
Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Comments:
On-street parking, residential density, and ped/bike
safety
Residential
No
45 mph
Recommendation
12/20/2021
Appendix C
857
Location: 68th Street Survey Date: February 10, 2021
Between: Hamner Avenue & East City Limit Segm ent No.: 6 Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Lim
it:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.93
Adjacent Land Use:
Recom
mended Speed:
Speed Limit Change:
Recom
me
ndation based on:
* Contract services provided by lnterwest Consulting Group July 1, 2018 - June 30, 2021
0 Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
8,469
2,650
0.50 2 Lanes Each Direction w/painted median
Major
Speed Survey Data
47 mph
39-48 mph
45 mph
0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Road transitions from 2 lanes each direction undivided at Hamner Avenue to 2 lanes undivided at City Limits.
Roadway Geometrics:
85th percentile speed
Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Co
mments:
trucks present, residential density, and ped/bike safety Residential
No
45 mph
Recommendation
12/20/2021
Appendix C
858
Location: Archibald Avenue Survey Date: February 17, 2021 Between: Bluff Street & Wind River/Grapewin Street Segment No.: 7 Direction of Travel: North/South
Average Daily Traffic:
Length of Segm
ent (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Lim
it:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.93
Adjacent Land Use:
Recom
mended Speed:
Speed Limit Change:
Recom
me
ndation based on:
* Contract services provided by lnterwest Consulting Group Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
3 0.14, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
2 NB/SB from Bluff to Baron, 3 NB/SB from Baron or River/Kendra, 3SB & 2NB merge to 1NB River/Kendra to Corbin/Prado Basin, 3SB & 1- 2NB Corbin to Wind River
Roadway Geometrics:
Comments
:
trucks present and ped/bike safety
Residential
55 mph
No
85th percentile speed
Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
13,631
7,700
1.46 3SB, 2NB w/ Painted Median
Arterial
Speed Survey Data
57 mph
48-57 mph
55 mph
12/20/2021
Appendix C
859
Location: Archibald Avenue
Between: Wind River/Grapewin Street & Schleisman Road
Survey Date: September 14, 2021
Segment No.: 8
Direction of Travel: North/South
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Lim
it:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 1.29
Adjacent Land Use:
Recommended Speed:
Speed Lim
it Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
20,934
8,580
1.63 3NB/SB Lanes w/Raised Median
Arterial
Speed Survey Data
57 mph
48-57 mph
50 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
4 0.14, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Roadway Geometrics:
Comment
s:
trucks present and ped/bike safety
Residential
50 mph
No
85th percentile speed, Option 1
(rounded down to 55 mph, then reduced 5 mph due to trucks present and ped/bike safety) Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
860
Location: Archibald Avenue Survey Date: February 18, 2021 Between: Schleisman Road and Bellegrave/North City Lim it Segment No.: 9 Direction of Travel: North/South
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 m
ph Pace:
Posted Speed Limit:
Date Range: July 1, 2018 - June 30, 2021
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
0.98 Adjacent Land Use:
Recommended Speed:
Speed Lim
it Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
22,487
6,010
1.14 3SB, 2NB w/Painted & Raised Median
Arterial
Speed Survey Data
55 mph
46-55 mph
50 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
4 0.14, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Speed limit sign n/o 65th St is in poor condition and not regulatory size. 3SB/3NB Lanes at Schleisman merge to 3SB/2NB Lanes at Branding Iron Dr to s/o 65th, 3SB/2NB Lane from n/o 65th to Providence Wy, 2SB/2NB Providence Wy to Limonite, 1SB/1NB from Limonite to NCL.
Roadway Geometrics:
Comment
s:
trucks present and ped/bike safety
Residential / Commercial-Retail / Light Industrial
50 mph
No
85th percentile speed, Option 1
(reduced by 5mph from 55mph down to 50 mph, due to trucks present and ped/bike safety) Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
861
Location: Baron Road Survey Date: February 17, 2021
Between: Archibald Avenue & Northernly Terminus Segment No.: 10 Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 m
ph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
1.60 Adjacent Land Use:
Recommended Speed:
Speed Lim
it Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group No
85th percentile speed, Option 1
(reduced by 5mph from 40 mph down to 35 m
ph, due to on-street parking and residential density)
Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
369
2,030
0.38 Single Lane Each Direction
Collector
Speed Survey Data
40 mph
27-36 mph
35 mph
Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Cul-de-sac near River Road.
Roadway Geometrics:
Comment
s:
on-street parking and residential density
Residential / Public Facilities / Conservation
35 mph
12/20/2021
Appendix C
862
Location: Bellegrave Avenue Survey Date: February 17, 2021 Between: Sumner Avenue & Hamner Avenue Segment No.: 11
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 m
ph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
0.78 Adjacent Land Use:
Recommended Speed:
Speed Lim
it Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
10,629
5,650
1.07 Single Lane Each Direction w/ Painted Median
Major
Speed Survey Data
53 mph
45-54 mph
50 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
2 0.16, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
No bike lanes. No sidewalk on north side. Construction cones along segment from w/o Mill Creek Rd to Hamner Ave on WB direction only.
Houses being built NW of Hamner Ave.
Roadway Geometrics:
Comment
s:
trucks present
Residential / Undeveloped Property
50 mph
No
85th percentile speed, Option 2
(rounded up to 55 mph, then reduced another 5mph)
Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
863
Location: Bellegrave Avenue Survey Date: February 17, 2021 Between: Hamner Avenue & East City Limi t Segment No.: 12 Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 m
ph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
0.93 Adjacent Land Use:
Recommended Speed:
Speed Lim
it Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
10,308
2,575
0.49 2 Lanes Each Direction w/painted median
Major
Speed Survey Data
48 mph
39-48 mph
50 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
No bike lanes. 2EB/2WB w/o Homecoming, 1EB/1WB from Homecoming to City Limit.
Roadway Geometrics:
Vertical Curve at I-15.
Comment
s:
trucks present
High Density Residential / Commercial
50 mph
No
85th percentile speed
Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
864
Location: Blossom Way
Between: Harrison Avenue & Sumner Avenue
Survey Date: July 29, 2021
Segment No.: 13
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Lim
it:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 1.60
Adjacent Land Use:
Recommended Speed:
Speed Lim
it Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
2,497
2,650
0.50 Single Lane Each Direction
Local
Speed Survey Data
37 mph
27-36 mph
30 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
No bike lanes. 1EB/1WB lanes.
Roadway Geometrics:
Vertical Curve at I-15.
Comment
s:
ped/bike safety
High Density Residential / Commercial
30 mph
No
CVC Section 22358.8, which allows retaining the existing speed limit under certain conditions, which are met. New section created by AB 43, effective 1/1/2022. 85th percentile speed limit considered too high due to ped/bike safety
Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
865
Engineering and Traffic Survey Summary
Location: Survey Date: 5/23/2025
Between: Segment No.: 14
Direction of Travel:
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile Speed (mph):
10mph Pace:
Posted Speed Limit (mph):
Date Range:
Total Collisions:
Collision Rate (crashes / MVM):
Statewide Collision Rate:
Adjacent Land Use:
Recommended Speed Limit:
Speed Limit Change:
Recommendation Based On:
Approved and Authorized for release by City Traffic Engineer*:
8/4/2025
Ruth Smith, TE, PTP TE 1650 Date
* Contract services provided by Ardurra, Inc.
Speed Limit Recommendation
50 No
85th percentile speed.
1.06 Conditions Not Readily Apparent
Conditions:
No parking, no bike lanes, Heavy truck traffic at times.
Roadway Geometrics:
3 lanes each direction w/raised median. Straight alignment.
Comments:
Large trucks present. Ped/bike safety.
Light Industrial & Commercial
40-49 mph
50 Collision History
January 1, 2023 - December 31, 2024
1 0.10
2,323
0.44 6-Lane Divided
Urban Arterial
Speed Survey Data
0 Cantu-Galleano Ranch Rd
Hamner Avenue to I-15 Freeway
East/West
Traffic Data
31,187
Appendix C
866
Location: Chandler Street
Between: Hellman Avenue to Harrison Avenue
Survey Date: July 22, 2021
Segment No.: 15
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.91
Adjacent Land Use:
Recom
mended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
6,828
8,075
1.53 2 Lanes Each Direction w/Raised & Painted Median
Arterial / Collector
Speed Survey Data
52 mph
41-50 mph
45 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
1 0.16, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Painted Median from Archibald to Harrison. Raised Median from Hellman to Archibald.
Roadway Geometrics:
Comments:
trucks present and ped/bike safety
Residential / Com
mercial Retail
45 mph
No
85th percentile speed, Option 1
(rounded down to 50 mph, then reduced 5 mph due to trucks and ped/bike safety )
Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
867
Location: Citrus Street
Between: Harrison Avenue to Scholar Way
Survey Date: May 19, 2022
Segment No.: 16
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
1.14 Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recommendation based on:
* Contract services provided by lnterwest Consulting Group Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
August 1, 2019 - July 31, 2022
3 0.17, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
2 EB and 2 WB lanes with bike lanes between Harrison and Scholar.
Comments:
Buffered Bike lane in each direction between Scholar and Cobble Creek. Regular Bike Lane in each direction between Cobble Creek and Harrison Residential
40 mph
Yes, 5 MPH decrease
85th percentile speed, Option 1
(rounded down to 45 mph, then reduced another 5 mph due to ped/bike safety) Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
11,140 vpd
5,238
0.99 2 Lanes Each Direction w/painted Median and Bike Lanes Secondary
Speed Survey Data
47 mph
41-50 mph
45 mph
9/23/2022
Roadway Geometrics:
Painted median between Hamner and Scholar Way.
Appendix C
868
Location: Citrus Street
Between: Scholar Way to Hamner Avenue
Survey Date: February 17, 2021
Segment No.: 17
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
1.39 Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recommendation based on:
* Contract services provided by lnterwest Consulting Group Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
2 0.47, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Single Lane Each Direction
Roadway Geometrics:
Comments:
trucks present and ped/bike safety
Residential
45 mph
No
85th percentile speed
Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
7,787
2,626
0.50 1 Lane Each Direction w/painted Median
Secondary
Speed Survey Data
47 mph
41-50 mph
45 mph
9/28/2022
Appendix C
869
Location: Fieldmaster Street
Between: Hall Road and Archibald Avenue
Survey Date: February 17, 2021
Segment No.: 18
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 1.32
Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recommendation based on:
* Contract services provided by lnterwest Consulting Group No
85th percentile speed, Option 2
(rounded up to 45 mph, then reduced another 5mph)
Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
1,616
5,215
0.99 Single Lane Each Direction
Local
Speed Survey Data
43 mph
35-44 mph
40 mph
Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Established shoulders, but no bike lanes. Adjacent Halfmoon Park at Cherry Creek Circle.
Roadway Geometrics:
Horizontal Curves.
Comments:
on-street parking and ped/bike safety
Residential
40 mph
12/20/2021
Appendix C
870
Engineering and Traffic Survey Summary
Location: Survey Date: 5/23/2025
Between: Segment No.: 19
Direction of Travel:
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile Speed (mph):
10mph Pace:
Posted Speed Limit (mph):
Date Range:
Total Collisions:
Collision Rate (crashes / MVM):
Statewide Collision Rate:
Adjacent Land Use:
Recommended Speed Limit:
Speed Limit Change:
Recommendation Based On:
Approved and Authorized for release by City Traffic Engineer*:
8/4/2025
Ruth Smith, TE, PTP TE 1650 Date
* Contract services provided by Ardurra, Inc.
45 Goodman Avenue
Cantu-Galleano Ranch Rd & Hamner Ave
North/South & East/West
Traffic Data
6,365
3,600
0.68 3-Lane Undivided
Local Road
Speed Survey Data
Mix of Retail/Big Box/Warehouse Uses
35-44 mph
35 Collision History
January 1, 2023 - December 31, 2024
9 2.85
1.11 Conditions Not Readily Apparent
Conditions:
Very heavy truck traffic making mid-block turns. No bike lanes, but mixed-use path on south & east sides. Parking not allowed. Many peds crosing during shift change.
Roadway Geometrics:
1 lane NB & 2 lanes SB for N/S, 2 lanes in each direction for E/W. 2-way left turn lane on both segments.
Roadway is generally N/S, but makes a 90 degree turn to west at the south end & proceeds E/W to Hamner Ave.
Straight alignment with S-curve at north end. 2-way left turn lane both N/S & E/W. Raised median on approach to Cantu-Galleano Ranch Rd.
Comments:
The segment collision rate is 2.57 times the statewide rate, allowing the collision rate to be used to reduce the speed limit by 5 mph with Option 1, however, not relevant in this case. Large trucks present. Ped/bike safety.
Speed Limit Recommendation
35 No
85th percentile speed, Option 2 & CVC 22358.7(a)(2).
Appendix C
871
Location: Hamner Avenue
Between: South City Limit & Schleisman Road
Survey Date: February 17, 2021
Segment No.: 20
Direction of Travel: North/South
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.98
Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recommendation based on:
* Contract services provided by lnterwest Consulting Group Yes, 10 mph increase
85th percentile speed, Option 1
(rounded down to 50 mph, then reduced another 5mph due to trucks present, vertical curve and ped/bike safety) Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
18,287
3,295
0.62 3NB, 2-1SB w/Painted Median
Arterial
Speed Survey Data
52 mph
44-53 mph
50 mph
Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
3 0.24, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Roadway Geometrics:
Road narrowing in the southbound direction south of Schleisman Road Comments:
trucks present, vertical curve and ped/bike safety
Residential / Commercial Retail / Recreation
45 mph
12/20/2021
Appendix C
872
Location: Hamner Avenue
Between: Schleisman Road & Limonite Avenue
Survey Date: February 17, 2021
Segment No.: 21
Direction of Travel: North/South
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.41
Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recommendation based on:
* Contract services provided by lnterwest Consulting Group No
85th percentile speed, Option 1
(rounded down to 50 mph, then reduced another 5mph due to high collision rate, trucks present and ped/bike safety)
Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
18,890
5,275
1.00 3 Lanes Each Direction w/Raised & Painted Median
Arterial
Speed Survey Data
51 mph
42-51 mph
45 mph
Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
6 0.29, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Bike Lanes. Painted Median from Riverboat to 65th. Raised Median between 65th Street and Limonite Avenue. Reduction of speed due to crash history.
Roadway Geometrics:
Comments:
high collision rate, trucks present and ped/bike safety Residential / Commercial Retail
45 mph
12/20/2021
Appendix C
873
Location: Hamner Avenue
Between: Limonite Avenue & Bellegrave Avenue
Survey Date: February 17, 2021
Segment No.: 22
Direction of Travel: North/South
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.91
Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recommendation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
22,223
4,800
0.91 Single Lane Each Direction w/Raised Median
Arterial
Speed Survey Data
51 mph
42-51 mph
45 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
8 0.36, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
bike lanes. No sidewalk on west side s/o 58th. 2SB/3NB from Limonite to n/o Eastvale Gateway, 1SB/1NB n/o Eastvale Gateway to n/o 58th, 2SB/3NB from n/o 58th to Bellegrave.
Roadway Geometrics:
Roadway width reductions.
Comments:
high driveway density, trucks present and ped/bike safety Residential / Commercial Retail
45 mph
No
85th percentile speed, Option 1
(rounded down to 50 mph, then reduced another 5mph due to high driveway density, trucks present and ped/bike safety)
Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
874
Engineering and Traffic Survey Summary
Location: Survey Date: 3/19/2025
Between: Segment No.: 23
Direction of Travel:
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile Speed (mph):
10mph Pace:
Posted Speed Limit (mph):
Date Range:
Total Collisions:
Collision Rate (crashes / MVM):
Statewide Collision Rate:
Adjacent Land Use:
Recommended Speed Limit:
Speed Limit Change:
Recommendation Based On:
Approved and Authorized for release by City Traffic Engineer*:
5/7/2025
Ruth Smith, TE, PTP TE 1650 Date
* Contract services provided by Ardurra, Inc.
Speed Limit Recommendation
45 Yes, decrease 5 mph
85th percentile speed, Option 2. Matches segments to the south.
Commercial, Residential and Industrial
38 - 47 mph
50 Collision History
January 1, 2023 - December 31, 2024
3 0.20
1.17 Conditions Not Readily Apparent
Conditions:
No parking, truck route, pedestrian activity on NB sidewalk, no bike lanes.
Roadway Geometrics:
5-Lane Divided. Straight alignment.
Comments:
Residences do not front onto Hamner Avenue - no direct access. 48 Hamner Avenue
Bellegrave Ave & Cantu-Calleano Ranch Rd
North/South
Traffic Data
25,139
4,400
0.83 3 Lanes NB (EV), 2 Lanes SB (ONT) w/Raised Median
Urban Arterial
Speed Survey Data
Appendix C
875
Engineering and Traffic Survey Summary
Location: Survey Date: 5/23/2025
Between: Segment No.: 24
Direction of Travel:
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile Speed (mph):
10mph Pace:
Posted Speed Limit (mph):
Date Range:
Total Collisions:
Collision Rate (crashes / MVM):
Statewide Collision Rate:
Adjacent Land Use:
Recommended Speed Limit:
Speed Limit Change:
Recommendation Based On:
Approved and Authorized for release by City Traffic Engineer*:
8/4/2025
Ruth Smith, TE, PTP TE 1650 Date
* Contract services provided by Ardurra, Inc.
54 Hamner Avenue
Cantu-Galleano Ranch Rd & Riverside Dr
North/South
Traffic Data
17,865
6,500
1.23 4-Lane Undivided
Urban Arterial
Speed Survey Data
Light Industrial & Commercial
43-52 mph
50 Collision History
January 1, 2023 - December 31, 2024
1 0.06
1.33 Conditions Not Readily Apparent
Conditions:
No parking, Class 2 bike lane NB, heavy truck traffic at times.
Roadway Geometrics:
2 Lanes NB. SB (in Ontario) varies due to different stages of adjacent land use development, from 2 lanes at north end to 1 lane to 2 lanes to 3 lanes to 4 lanes & back to 2 lanes at the south end. Primarily 2-way left turn lane with a section of painted median. For purposes of the E&TS, assume 4-Lane Undivided. Straight alignment.
Comments:
Large trucks present. Ped/bike safety.
Speed Limit Recommendation
45 Yes, reduced by 5 mph
85th percentile speed, Option 2 & CVC 22358.7(a)(2). Provides continuity with segments to the south.
Appendix C
876
City of Eastvale
Engineering & Traffic Survey Summary
Location: Hamner Avenue Survey Date: June 5. 2018
Between: Riverside Drive & Philadelphia Street
Direction of Travel: North/South
Traffic Data
Average Daily Traffic: 23,400
Length of Segment (feet): 5,200
Length of Segment (miles): 0.99
Lane Configuration: 2 Lanes Each Direction w/ 2-way LT Lane Street Classification: Urban Arterial
Speed Survey Data
85th Percentile: 53 mph
10 mph Pace: 41-50 mph
Posted Speed Limit: Not Posted
Collision History
Date Range: January 1, 2016- December 31, 2017
Total Collisions: 1
Collision Rate (Accidents/MVM): 0.06
Conditions Not Readily Apparent
Conditions:
Some sections do not have curb & gutter. Segments of sidewalk missing. Heavy truck activity.
No bike lanes.
Roadway Geometrics:
Straight alignment. North of SR-60 WB Ramps, 3 Lanes Each Direction w/Raised Median Comments:
Adjacent Land Use: Industrial, commercial & undeveloped land Recommendation 50 mph
Speed Limit Change: Yes
Revised Speed Limit: 50 mph (not currently posted)
Approved and Authorized for release by City Traffic Engineer*:
�
�Wlµt- 1 I I o l 2-v I f3 r ' .. .,o �, I
Ruth Smith, TE, PTP TE 1650 Date
� * Contract services provided by lnterwest Consulting Group Segment#25 Appendix C
877
Location: Harrison Avenue
Between: Chandler Street & Schleisman Road
Survey Date: February 18, 2021
Segment No.: 26
Direction of Travel: North/South
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.93
Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recommendation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
5,333
5,266
1.00 2 Lanes Each Direction w/Painted Median
Collector
Speed Survey Data
50 mph
42-51 mph
45 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
No bike lanes. Moderately heavy traffic midday.
Roadway Geometrics:
Comments:
ped/bike safety
Residential
45 mph
No
85th percentile speed, Option 1
(reduced by 5mph from 50 mph down to 45 mph, due to trucks present and ped/bike safety) Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
878
Location: Harrison Avenue
Between: S chleisman Road & Limonite Avenue
Survey Date: July 29, 2021
Segment No.: 27
Direction of Travel: North/South
Average Daily Traffic:
Length of Segm
ent (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Lim
it:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.93
Adjacent Land Use:
Recom
mended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group No
85th percentile speed, Option 1
(rounded down
to 50 mph, then reduced 5 mph due to trucks and ped/bike safety) Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
8,461
7,080
1.34 2 Lanes Each Direction w/Painted Median
Collector
Speed Survey Data
47 mph
38-47 mph
45 mph
Approved and Authorized for release by City Traffic Engineer•:
Ruth Sm
ith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
No bike lanes. Road ends 500 ft n/o Blossom. Rosa Parks Elementary, Ramirez Intermediate, Eastvale Community Center.
Roadway Geometrics:
Comments:
Trucks present and ped/bike safety
Residential
45 mph
12/20/2021
Appendix C
879
Engineering and Traffic Survey Summary
Location: Survey Date: 3/20/2025
Between: Segment No.: 28
Direction of Travel:
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile Speed (mph):
10mph Pace:
Posted Speed Limit (mph):
Date Range:
Total Collisions:
Collision Rate (crashes / MVM):
Statewide Collision Rate:
Adjacent Land Use:
Recommended Speed Limit:
Speed Limit Change:
Recommendation Based On:
Approved and Authorized for release by City Traffic Engineer*:
5/7/2025
Ruth Smith, TE, PTP TE 1650 Date
* Contract services provided by Ardurra, Inc.
Speed Limit Recommendation
35 Yes, decrease 10 mph.
85th percentile speed, Option 1 & CVC 22358.7(a)(2)
Residential
30 - 39 mph
45 Collision History
January 1, 2023 - December 31, 2024
0 0.00
1.24 Conditions Not Readily Apparent
Conditions:
Sidewalks, crosswalks. No bike lanes. On-street parking allowed on both sides except between Montana Way and Limonite Ave on the west side. Pocket park at north end.
Roadway Geometrics:
2-Lane Undivided. Straight alignment.
Comments:
Qualifies for additional 5 mph reduction since it meets conditions for CVC 22358.7(a)(2), as shown in CA MUTCD Table 2B-106(CA), with Presence of Pedestrian/Bicycle Infrastructure (sidewalk, crosswalk & nearby signalized intersection on 4-way intersection). Residences do not front onto Harrison Avenue - no direct access. 40 Harrison Ave
Limonite Avenue & Blossom Way
North/South
Traffic Data
3,015
1,100
0.21 1 Lane in Each Direction
Secondary Collector
Speed Survey Data
Appendix C 880
Location: Hellman Avenue
Between: River Road & Chandler Street
Survey Date: February 18, 2021
Segment No.: 29
Direction of Travel: North/South
Average Daily Traffic:
Length of Segm
ent (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Lim
it:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 1.32
Adjacent Land Use:
Recom
mended Speed:
Speed Limit Change:
Recom
mendation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
6,324
5,100
0.97 Single Lane Each Direction
Collector
Speed Survey Data
56 mph
47-56 mph
50 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 20210
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Roadway not fully improved without shoulders or curb and gutter. 1WB/1EB lanes. Roadway easily drives 60 mph.
Roadway Geometrics:
C
omments:
trucks present
Residential
50 mph
No
85th percentile speed, Option 1
(rounded down to 55 mph, then reduced another 5mph due to trucks present) Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
881
Location: Hellman Avenue
Between: Chandler Street & Limonite Avenue
Survey Date: February 18, 2021
Segment No.: 30
Direction of Travel: North/South
Average Daily Traffic:
Length of Segm
ent (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Lim
it:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.93
Adjacent Land Use:
Recom
mended Speed:
Speed Limit Change:
Recom
mendation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
10,594
8,120
1.54 2 Lanes Each Direction w/Painted Median
Collector
Speed Survey Data
55 mph
46-55 mph
50 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
3 0.27, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Mixed with residential improvements and lack of fully improved street sections. 1SB/1NB n/o Chandler to Outback. 1SB/2NB n/o Outback to Schleisman.
Roadway Geometrics:
C
omments:
trucks present
Residential
50 mph
No
85th percentile speed, Option 1
(reduced by 5mph from 55 mph down to 50 mph, due to trucks present) Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
882
Location: Hellman Avenue
Between: Limonite Avenue & North City Limit
Survey Date: April 21, 2021
Segment No.: 31
Direction of Travel: North/South
Average Daily Traffic:
Length of Segm
ent (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Lim
it:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
0.91 Adjacent Land Use:
Recommended Speed:
Speed Lim
it Change:
Recommendation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
7,317
1,070
0.20 2 Lanes Each Direction w/Raised Median
Collector
Speed Survey Data
42 mph
33-42 mph
N/A
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
No bike lanes, heavy truck traffic, industrial buildings on west side, industrial building and vacant land, under development, on east side.
Roadway Geometrics:
Comments:
Heavy truck traffic
Industrial
35 mph
Establishing Speed Limit
85th percentile speed, Option 1
(reduced by 5
mph from 40 mph down to 35 mph, due to heavy truck traffic and pedestrian/bicycle safety) Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
883
Engineering and Traffic Survey Summary
Location: Survey Date: 3/20/2025
Between: Segment No.: 32
Direction of Travel:
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile Speed (mph):
10mph Pace:
Posted Speed Limit (mph):
Date Range:
Total Collisions:
Collision Rate (crashes / MVM):
Statewide Collision Rate:
Adjacent Land Use:
Recommended Speed Limit:
Speed Limit Change:
Recommendation Based On:
Approved and Authorized for release by City Traffic Engineer*:
5/7/2025
Ruth Smith, TE, PTP TE 1650 Date
* Contract services provided by Ardurra, Inc.
Speed Limit Recommendation
50 Establishing speed limit
85th percentile speed, Option 1 - Pedestrian & bicyclist safety Industrial
44 - 53 mph
None
Collision History
January 1, 2023 - December 31, 2024
1 0.08
1.17 Conditions Not Readily Apparent
Conditions:
No parking, no bike lanes. American Heroes Park
Roadway Geometrics:
4-Lane Divided. Curved alignment.
Comments:
This is a new street segment that was not previously studied. 52 Limonite Avenue
Hellman Avenue & Cucamonga Creek Channel
East/West
Traffic Data
14,735
6,100
1.16 2 Lanes Each Direction w/raised median
Urban Arterial
Speed Survey Data
Appendix C
884
Engineering and Traffic Survey Summary
Location: Survey Date: 3/20/2025
Between: Segment No.: 33
Direction of Travel:
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile Speed (mph):
10mph Pace:
Posted Speed Limit (mph):
Date Range:
Total Collisions:
Collision Rate (crashes / MVM):
Statewide Collision Rate:
Adjacent Land Use:
Recommended Speed Limit:
Speed Limit Change:
Recommendation Based On:
Approved and Authorized for release by City Traffic Engineer*:
5/7/2025
Ruth Smith, TE, PTP TE 1650 Date
* Contract services provided by Ardurra, Inc.
52 Limonite Avenue
Cucamonga Creek Channel & Archibald Avenue
East/West
Traffic Data
15,549
2,950
0.56 2 Lanes Each Direction w/raised median
Urban Arterial
Speed Survey Data
Commercial / Residential
42 - 51 mph
None
Collision History
January 1, 2023 - December 31, 2024
0 0.00
1.17 Conditions Not Readily Apparent
Conditions:
No parking, no bike lanes. American Heroes Park
Roadway Geometrics:
4-Lane Divided. 2-Lane Roundabout midway. Curved alignment.
Comments:
This is a new street segment that was not previously studied.
Speed Limit Recommendation
50 Establishing speed limit
85th percentile speed, Option 1 - Pedestrian & bicyclist safety Appendix C
885
City of Eastvale
Engineering & Traffic Survey Summary
Location: Limonite Avenue Survey Date: June 5, 2018
Between: Archibald Avenue & Sumner Avenue
Direction of Travel: East/West
Traffic Data
Average Daily Traffic: 22,300
Length of Segment (feet): 5,300
Length of Segment (miles): 1.00
Lane Configuration: 2 or 3 Lanes Each Direction w/Painted or Raised Median Street Classification: Urban Arterial
Speed Survey Data
85th Percentile: 53mph
10 mph Pace: 45-54 mph
Posted Speed Limit: 45mph
Collision History
Date Range: January 1, 2016 - December 31, 2017
Total Collisions: 8
Collision Rate (Accidents/MVM): 0.49
Conditions Not Readily Apparent
Conditions:
Sections of missing sidewalk, sections without curb & gutter, no bike lanes, pedestrian activity.
Roadway Geometrics:
Straight alignment. 2 EB/WB Lanes East of Archibald
Comments:
Nearby schools and parks accessed using Limonite.
Adjacent Land Use: Residential & undeveloped land
Recommendation 50 mph
Speed Limit Change: Yes
Revised Speed Limit: 50 mph
Approved and Authorized for release by City Traffic Engineer•:
C
;i,-
1Y
H!lt:t s
"-t.t,-...VV1P1-. 7/fot2at't3 �I Ruth Smith, TE, PTP TE 165 0 Date (, • Contract services provided by lnterwest Consulting Group or Segment# Appendix C
886
Engineering and Traffic Survey Summary
Location: Survey Date: 5/23/2025
Between: Segment No.: 35
Direction of Travel:
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile Speed (mph):
10mph Pace:
Posted Speed Limit (mph):
Date Range:
Total Collisions:
Collision Rate (crashes / MVM):
Statewide Collision Rate:
Adjacent Land Use:
Recommended Speed Limit:
Speed Limit Change:
Recommendation Based On:
Approved and Authorized for release by City Traffic Engineer*:
8/4/2025
Ruth Smith, TE, PTP TE 1650 Date
* Contract services provided by Ardurra, Inc.
49 Limonite Avenue
Sumner Avenue & East City Limit
East/West
Traffic Data
38,582
8,100
1.53 6-Lane Divided
Urban Arterial
Speed Survey Data
Retail & Residential
40-49 mph
45 Collision History
January 1, 2023 - December 31, 2024
12 0.28
1.06 Conditions Not Readily Apparent
Conditions:
Segments of missing sidewalk, heavy pedestrian usage around transit, fast food & crossing major streets. No Parking allowed.
Roadway Geometrics:
2 or 3 lanes in each direction with painted or raised median. Bike lanes in certain EB sections, Class 2 or 4. For the purposes of the E&TS, use 6-Lane Divided. Straight alignment.
Comments:
Large trucks present. Ped/bike safety. Residences do not front onto Limonite Avenue - no direct access.
Speed Limit Recommendation
45 No
85th percentile speed, Option 2.
Appendix C
887
Location: Mission Boulevard
Between: S M illiken Avenue & Ontario Freeway (I-15)
Survey Date: February 18, 2021
Segment No.: 36
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
0.86 Adjacent Land Use:
Recomm
ended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
January 1, 2018 - December 31, 2020
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
No bike lanes nor sidewalks. 55 mph EB sign east and 55mph WB sign west of City Limits. Currently posted as 60mph east of S Milliken.
Roadway Geometrics:
Horizontal Curve between S Milliken Ave and Cornerstone Drive.
Co
mments:
trucks present
Commercial
55 mph
Establishing Speed Limit
85th percentile speed, Option 2
(rounded up to 60 mph, then reduced another 5mph)
Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
19,234
2,620
0.50 2 Lanes Each Direction w/2 Lanes on vertical curve to Milliken Arterial
Speed Survey Data
59 mph
49-58 mph
N/A
12/20/2021
Appendix C
888
Location: Orange Street
Between: Sum ner Avenue & Scholar Way
Survey Date: February 17, 2021
Segment No.: 37
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
1.6 Adjacent Land Use:
Recomm
ended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
1,027
2,630
0.50 Single Lane Each Direction
Collector
Speed Survey Data
45 mph
36-45 mph
30 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Student/Pedestrian Activity. Eastvale Elementary to the north & River Heights Intermediate to the south. Reduction of speed due to crash history.
Roadway Geometrics:
Co
mments:
high collision rate, on-street parking, and ped/bike safety Residential
30 mph
No
CVC Section 22358.8, which allows retaining the existing speed limit under certain conditions, which are met. New section added to CVC by SB 43, effective 1/1/2022. 85th percentile speed considered too high due to high collision rate, on-street parking, and ped/bike safety Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
889
Location: Prairie Smoke Road
Between: Hellm an Avenue & Whitewall Road
Survey Date: February 18, 2021
Segment No.: 38
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
1.60 Adjacent Land Use:
Recomm
ended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
1,129
1,380
0.26 Single Lane Each Direction
Collector
Speed Survey Data
42 mph
31-40 mph
35 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Single Lane Each Direction from Hellman to Whitewall.
Roadway Geometrics:
Co
mments:
residential density and ped/bike safety
Residential
35 mph
No
85th percentile speed, Option 1
(rounded down to 40 mph, then reduced another 5mph due to residential density and ped/bike safety) Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
890
Location: River Road
Between: Hellm an Avenue & Archibald Avenue
Survey Date: September 14, 2021
Segment No.: 39
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
1.32 Adjacent Land Use:
Recomm
ended Speed:
Speed Limit Change:
Recomme
ndation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
7,806
3,970
0.75 2 Lanes Each Direction w/Painted Median
Collector
Speed Survey Data
49 mph
41-50 mph
40 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
2 0.31, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Local business generate large vehicle traffic. Single Lane Each Direction from Hellman to Hall. 2 Lanes Each Direction from Hall to Archibald.
Agricultural land west of Hall.
Roadway Geometrics:
Co
mments:
trucks present and ped/bike safety
Residential / Agricultural
40 mph
No
CVC Section 22358.8, which allows retaining the existing speed limit under certain conditions, which are met. Created by new AB 43, effective 1/1/2022. 85th percentile speed considered too high due to trucks present and ped/bike safety.
Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
891
Location: Riverboat Drive
Between: Massy Harris Way & Wells Springs Street
Survey Date: February 18, 2021
Segment No.: 40
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
1.32 Adjacent Land Use:
Recomm
ended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
735
3,500
0.66 Single Lane Each Direction
Collector
Speed Survey Data
44 mph
35-44 mph
40 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Pedestrians present. 1EB/1WB lane. Turnaround area w/o Massy Harris.
Roadway Geometrics:
Co
mments:
on-street parking and ped/bike safety
Residential / Commercial
40 mph
No
85th percentile speed, Option 2
(rounded up to 45 mph, then reduced another 5mph)
Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
892
Engineering and Traffic Survey Summary
Location: Survey Date: 5/23/2025
Between: Segment No.: 41
Direction of Travel:
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification:
85th Percentile Speed (mph):
10mph Pace:
Posted Speed Limit (mph):
Date Range:
Total Collisions:
Collision Rate (crashes / MVM):
Statewide Collision Rate:
Adjacent Land Use:
Recommended Speed Limit:
Speed Limit Change:
Recommendation Based On:
Approved and Authorized for release by City Traffic Engineer*:
8/4/2025
Ruth Smith, TE, PTP TE 1650 Date
* Contract services provided by Ardurra, Inc.
48 Riverside Drive
Hamner Avenue & East City Limit
East/West
Traffic Data
20,231
2,300
0.44 4-Lane Undivided
Secondary Collector
Speed Survey Data
Industrial & Undeveloped Land
36-45 mph
45 Collision History
January 1, 2023 - December 31, 2024
3 0.46
1.33 Conditions Not Readily Apparent
Conditions:
Sections of missing sidewalk, posted No Parking except where parking is allowed for large trucks on the north side in the dirt shoulder, heavy truck use, no bike lanes.
Roadway Geometrics:
Varies 1 to 2 lanes for both directions, with both painted medians and 2-way left turn lanes. Alignment varies with straight sections, but mostly curved.
Comments:
Large trucks present. Ped/bike safety.
Speed Limit Recommendation
45 No
85th percentile speed, Option 2.
Appendix C
893
Location: Schleisman Road
Between: Hellman Avenue & Archibald Avenue
Survey Date: February 17, 2021
Segment No.: 42
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
0.98 Adjacent Land Use:
Recomm
ended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
34,671
5,300
1.00 3 Lanes Each Direction w/Painted and Raised Medians Arterial
Speed Survey Data
57 mph
49-58 mph
50 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
15 0.13, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
3 Lanes Each Direction between Hellman and e/o Aldergate Rd/Whitewell Rd. 3WB/2EB e/o Aldergate/Whitewell w/o Gypsum Creek, 2WB/2EB w/o Gypsum Creek and w/o Kenton Pl. 2WB/3EB w/o Kenton to Archibald.
Roadway Geometrics:
Co
mments:
trucks present and ped/bike safety
Residential
50 mph
No
85th percentile speed, Option 1
(rounded down to 55 mph, then reduced another 5mph due to trucks present and ped/bike safety) Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
894
Location: Schleisman Road
Between: Archibald Avenue & Sumner Avenue
Survey Date: February 17, 2021
Segment No.: 43
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
0.93 Adjacent Land Use:
Recomm
ended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
14,855
5,238
0.99 2 Lanes Each Direction w/Painted and Raised Medians Arterial
Speed Survey Data
49 mph
40-49 mph
45 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
2 0.12, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
3EB/3WB between Archibald and Moonflower, 2EB/3WB between Moonflower and Harrison, 2EB/2WB between Harrison and Cedar Creek Rd, 1EB/2WB between Cedar Creek and Sumner.
Roadway Geometrics:
Co
mments:
trucks present and ped/bike safety
Residential / Commercial Retail
45 mph
No
85th percentile speed, Option 2
(rounded up to 50 mph, then reduced another 5mph)
Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
895
Location: Schleisman Road
Between: Sum ner Avenue & Scholar Way
Survey Date: February 17, 2021
Segment No.: 44
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions: 0
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
1.32 Adjacent Land Use:
Recomm
ended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Approved and Authorized for release by City Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Undeveloped land to the south
Roadway Geometrics:
Co
mments:
trucks present
Residential / Undeveloped
45 mph
No
85th percentile speed, Option 2
(rounded up to 50 mph, then reduced another 5mph)
Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
7,737
2,650
0.50 Single Lane Each Direction w/Painted Median
Arterial
Speed Survey Data
48 mph
39-48 mph
45 mph
12/20/2021
Appendix C
896
Location: Schleisman Road
Between: Scholar Way & Hamner Avenue
Survey Date: February 17, 2021
Segment No.: 45
Direction of Travel: East/West
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
0.91 Adjacent Land Use:
Recomm
ended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
7,682
3,040
0.58 2 Lanes Each Direction w/Painted Median
Arterial
Speed Survey Data
51 mph
42-51 mph
45 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Curved roadway, location of church. 2 Lane Each Direction between Scholar and Raymond. 1EB/2WB between Raymond and Hamner.
Roadway Geometrics:
Co
mments:
trucks present and ped/bike safety
Residential / Commercial
45 mph
No
85th percentile speed, Option 1
(rounded down to 50 mph, then reduced another 5mph due to trucks present and ped/bike safety) Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
897
Engineering and Traffic Survey Summary
Location: Survey Date: 3/19/2025
Between: Segment No.: 46
Direction of Travel:
Average Daily Traffic:
Length of Segment (feet):
Length of Segment (miles):
Lane Configuration:
Street Classification: Secondary Collector
85th Percentile Speed (mph):
10mph Pace:
Posted Speed Limit (mph):
Date Range:
Total Collisions:
Collision Rate (crashes / MVM):
Statewide Collision Rate:
Adjacent Land Use:
Recommended Speed Limit:
Speed Limit Change:
Recommendation Based On:
Approved and Authorized for release by City Traffic Engineer*:
5/7/2025
Ruth Smith, TE, PTP TE 1650 Date
* Contract services provided by Ardurra, Inc.
43 Scholar Way
Citrus Street & Schleisman Road
North/South
Traffic Data
6,389
3,300
0.63 2 Lanes in Each Direction with 2-Way Left Turn Lane, partial painted median Speed Survey Data
School / Residential
34 - 43 mph
35 Collision History
January 1, 2023 - December 31, 2024
0 0.00
1.24 Conditions Not Readily Apparent
Conditions:
Very heavy pedestrian/student/bicyclist activity on sidewalks. No parking. No bike lanes, painted shoulders between Orange and Baltimore.
Comments:
High School, intermediate school, elementary school, & public library adjacent to street. Congestion. Meets criteria for CVC 22358.7, in accordance with CA MUTCD Table 2B-106(CA).
Residences do not front onto Scholar Way - no direct access.
Roadway Geometrics:
Primarily 4-Lane Undivided, with Divided section between Citrus St. & Mustang Way. Roadway narrows between Schleisman and Orange.
Speed Limit Recommendation
35 No Change
85th percentile speed, Option 2 & CVC 22358.7.
Appendix C
898
Location: Scholar Way
Between: Schleism an Road & Limonite Avenue
Survey Date: July 29, 2021
Segment No.: 47
Direction of Travel: North/South
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
0.91 Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
4,721
5,250
0.99 Single Lane Each Direction w/Painted Median
Secondary
Speed Survey Data
43 mph
35-44 mph
35 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
No bike lanes. 2SB/1NB between Limonite to Peach Blossom. Heavy pedestrian/student/bicyclist activity. Harada Park & Harada Elementary School.
Roadway Geometrics:
Co
mments:
trucks present and ped/bike safety
Residential
40 mph
Yes, 5 mph increase
85th percentile speed, Option 2
(rounded up to 45 mph, then reduced 5 mph)
Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
899
Location: Scholar Way
Between: Lim onite Avenue & Bellegrave Avenue
Survey Date: July 29, 2021
Segment No.: 48
Direction of Travel: North/South
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate:
1.60 Adjacent Land Use:
Recommended Speed: 40 mph
Speed Limit Change:
Recommendation based on:
* Contract services provided by lnterwest Consulting Group July 1, 2018 - June 30, 2021
0 Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
6,678
3,700
0.70 Single Lane Each Direction w/Painted Median
Secondary
Speed Survey Data
43 mph
34-43 mph
N/A
0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
No bike lanes. Sidewalk only on west side of roadway. Armadillos and delineators between 58th St and Bellegrave Ave. Empty lot to east and residential to the west between 58th St and Limonite Ave. Residential on both sides north of 58th St.
Roadway Geometrics:
Approved and Authorized for release by City
Traffic Engineer•:
Ruth Smith, TE, PTP TE 1650 Date
Comments:
On-street parking, residential density, and ped/bike
safety
Residential
85th percentile speed, Option 2
(rounded up to 45 mph, then reduced 5
mph)
Establishing Speed Limit
Recommendation
12/20/2021
Appendix C
900
Location: Sumner Avenue
Between: Citrus Street & 65th Street
Survey Date: February 17, 2021
Segment No.: 49
Direction of Travel: North/South
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.93
Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
4,028
5,935
1.12 2 Lanes Each Direction w/Painted Median
Major
Speed Survey Data
51 mph
43-52 mph
45 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
Bicycle Lanes, with bicyclists present. 1SB/2NB between Citrus and Cool Meadow, 2SB/2NB between Cool Meadow and Pheasant Knoll, 1SB/1NB Pheasant Knoll and Schleisman, 1SB/2NB between Schleisman and Starflower, 2SB/2NB between Starflower and 65th.
Roadway Geometrics:
Roadway narrow between Schleism
an and Orange.
Comments:
trucks present and ped/bike safety
Residential
45 mph
No
85th percentile speed, Option 1
(rounded down to 50 mph, then reduced another 5mph due trucks present and ped/bike safety) Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
901
Location: Sumner Avenue
Between: 65th Street and Bellegrave Avenue
Survey Date: February 17, 2021
Segment No.: 50
Direction of Travel: North/South
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions: 1
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 0.93
Adjacent Land Use:
Recommended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
7,857
5,422
1.03 2 Lanes Each Direction w/Painted Median
Major
Speed Survey Data
51 mph
41-50 mph
45 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
0.11, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
bike lanes, with pedestrians and bikes present. Orchard Park. Pedestrian/Bicyclist Activity.
Roadway Geometrics:
Co
mments:
trucks present and ped/bike safety
Residential / Commercial Retail
45 mph
No
85th percentile speed, Option 1
(rounded down to 50 mph, then reduced another 5mph due trucks present and ped/bike safety) Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
902
Location: Whitewall Road
Between: Schleism an Road & Prairie Smoke Road
Survey Date: February 18, 2021
Segment No.: 51
Direction of Travel: North/South
Average Daily Traffic:
Length of Segment (feet):
Length of Segm
ent (miles):
Lane Configuration:
Street Classification:
85th Percentile:
10 mph Pace:
Posted Speed Limit:
Date Range:
Total Collisions:
Collision Rate (Accidents/MVM):
Statewide Collision Rate: 1.60
Adjacent Land Use:
Recomm
ended Speed:
Speed Limit Change:
Recomm
endation based on:
* Contract services provided by lnterwest Consulting Group Collision History
City of Eastvale
Engineering & Traffic Survey Summary
Traffic Data
2,056
1,542
0.29 Single Lane Each Direction
Local
Speed Survey Data
40 mph
29-38 mph
35 mph
Ruth Smith, TE, PTP TE 1650 Date
Recommendation
July 1, 2018 - June 30, 2021
2 0.00, less than statewide collision rate
Conditions Not Readily Apparent
Conditions:
No bike lanes.
Roadway Geometrics:
Straight Alignment. Jog in the roadway
near Prairie Smoke Road. Single Lane Each Direction w/ no centerline or edgelines. Residential Single Lane Collector.
Comments:
high collision rate, residential density, and ped/bike safety Residential
35 mph
No
85th percentile speed, Option 1
(reduced by 5mph from 40 mph down to 35 mph, due to high collision rate, residential density, and ped/bike safety)
Approved and Authorized for release by City Traffic Engineer•:
12/20/2021
Appendix C
903
904
APPENDIX D
Strip Maps
(Updated August 2025)
905
906
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
58TH STREET
SCHOLAR WAY TO HAMNER AVE
0.49 mi
RESIDENTIAL RESIDENTIAL
58TH STREET
UNDEVELOPED
NOT TO SCALE North
SCHOLAR WAY
JAMESTOWN AVENUE
HAMNER AVENUE
• 35 MPH
Appendix D
907
Appendix D
908
Appendix D
909
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
65TH STREET
HAMNER AVENUE TO WELLS SPRING ST (NCL)
0.31 mi
RESIDENTIAL
65TH STREET
RESIDENTIAL
NOT TO SCALE North
35 MPH •
HAMNER AVENUE
WELLS SPRING ST
• 35 MPH
Appendix D
910
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
RESIDENTIAL
RESIDENTIAL
68TH STREET
NOT TO SCALE North
SUMNER AVENUE
SCHOLAR WAY
HAMNER AVENUE
68TH STREET
SUMNER AVENUE TO HAMNER AVENUE
1 mi
RESIDENTIAL
RESIDENTIAL
• 45 MPH
45 MPH •
• 45 MPH
45 MPH •
Appendix D
911
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
68TH STREET
0.5 mi
RESIDENTIAL
68TH STREET
RESIDENTIAL
NOT TO SCALE North
HAMNER AVENUE
WELLS SPRING ST
I-15 INTERSTATE HWY
RESIDENTIAL
RESIDENTIAL
CITY LIMITS
45 MPH •
WELLS SPRING STREET
(ECL)
HAMNER AVENUE TO WELLS SPRING STREET (ECL)
Appendix D
912
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
ARCHIBALD AVENUE
BLUFF STREET TO WIND RIVER/GRAPEWIN STREET
1.46 mi
NOT TO SCALE North
RIVER STREET
ARCHIBALD
AVENUE
WIND RIVER RD
BARONROAD
BLUFF
GRAPEWIN
STREET
55 MPH •
KENDAL
ROAD
RIVER
ROAD55 MPH •
• 55 MPH
STREET
CITY LIMITS
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
UNDEVELOPED
UNDEVELOPED
UNDEVELOPED
UNDEVELOPED
RESIDENTIAL AGRICULTURE
Appendix D
913
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
ARCHIBALD AVENUE
1.63 mi
NOT TO SCALE North SCHLEISMAN ROAD
WIND
RIVER RD
GRAPEWIN
STREET
CHANDLER STREET
FIELDMASTER
STREET
SMITH RIVER
ROAD
SLATE
CREEK
EASTVALEPKWY
AVENUE
ROAD
• 50 MPH
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
50 MPH •
• 50 MPH
• 50 MPH
• 50 MPH
RESIDENTIAL
RESIDENTIAL RESIDENTIAL
50 MPH •
• 50 MPH
Appendix D
914
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
ARCHIBALD AVENUE
1.14 mi
NOT TO SCALE North
INDUSTRIAL
ARCHI BALD
SCHLEISMAN ROAD
AVENUE
65TH STREET
LIMONITE AVENUE
BELLEGRAVE AVENUE
CITY LIMIT
RESIDENTIAL
AGRICULTURE
COMMERCIAL
COMMERCIAL
INDUSTRIAL
RESIDENTIAL
• 50 MPH
• 50 MPH
50 MPH •
50 MPH •
RESIDENTIAL
RESIDENTIAL
(NCL)
Appendix D
915
Appendix D
916
Appendix D
917
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
BELLEGRAVE AVENUE
HAMNER AVENUE TO EAST CITY LIMIT
0.49 mi
NOT TO SCALE North
HAMNER AVENUE
COMMERCIAL
I-15
50 MPH •
BELLEGRAVE AVENUECITY LIMIT
RESIDENTIALRESIDENTIAL
INTERSTATE HWY
CITY LIMIT
Appendix D
918
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
BLOSSOM WAY
HARRISON AVENUE TO SUMNER AVENUE
0.5 mi
BLOSSOM WAY
NOT TO SCALE North
HARRISON AVENUE
SUMNER AVENUE
CEDAR CREEK ROAD
30 MPH •
• 30 MPH
REDSIDENTIAL
RESIDENTIAL
RESIDENTIAL RESIDENTIAL
30 MPH •
PINE GROVE PL
Appendix D
919
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
NOT TO SCALE North
CANTU-GALLEANO RANCH RD.
HAMNER AVENUE TO I-15 FREEWAY
.50 mi
CANTU-GALLEANO
RANCH
RD.
COMMERCIAL
LIGHT
INDUSTRIAL
&IT< LIMIT(I-15)
HAMN(R A9(NU( LIGHT
INDUSTRIAL
GOODMAN RD.
&IT< LIMIT
LIGHT
INDUSTRIAL
&IT< 2) 2NTARI2 &IT< 2) -URUPA 9ALL(< • 50 MPH
• 50 MPH
Appendix D
920
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
RESIDENTIAL
CHANDLER STREET
NOT TO SCALE North
HELLMAN AVENUE
ARCHIBALD AVENUE
HARRISON AVENUE
CHANDLER STREET
HELLMAN AVENUE TO HARRISON AVENUE
1.53 mi
RESIDENTIAL
• 45 MPH
SELBY AVENUE
SHOREHAM
STREET
• 45 MPH
• 45 MPH
CITY LIMIT
UNDEVELOPED
UNDEVELOPED
RESIDENTIAL
RESIDENTIAL
45 MPH •
45 MPH •
45 MPH •
45 MPH •
RESIDENTIAL
Appendix D
921
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
CITRUS STREET
NOT TO SCALE North
HARRISON AVENUE
SUMNER AVENUE
CITRUS STREET
HARRISON AVENUE TO SCHOLAR :AY
0
PL
SCHOLAR WAY
• 25 MPH(SCHOOL ZONE)
• MPH
SCHOOL =ONE
• 40 MPH
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
HIGH SCHOOL
PARK
• 40 MPH
COUNTRY FAIR DRIVE
COBBLE CREEK DRIVE
RESIDENTIAL
RESIDENTIAL
Appendix D
922
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
CITRUS STREET
NOT TO SCALE North
HAMNER AVENUE
CITRUS STREET
SC+OLAR :AY TO +AMNER A9ENUE
PL
ವ MP+
SCHOLAR WAY
• 25 MPH(SCHOOL ZONE)
ವ MP+
HIGH SCHOOL
RESIDENTIAL
PARK
CARROLLTON PLACE
MAYFIELD STREET
Appendix D
923
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
NOT TO SCALE North
FIELDMASTER STREET
HALL ROAD TO ARCHIBALD AVENUE
.99 mi
RESIDENTIAL
FIELDMASTER
STREET
40 MPH •
• 25 MPH
• 40 MPH
• 40 MPH
25 MPH(SCHOOL ZONE) •
(SCHOOL ZONE)
CR
E
EK
RD
C
H
E
R
R
Y
MEADOW
BROOK
RESIDENTIAL
RESIDENTIAL RESIDENTIAL
RESIDENTIAL
SCHOOL
PARK
HALL RD
ARCHIBALD AVE
Appendix D
924
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name: Goodman Way
Street Segment: Cantu-Galleano Ranch Road to Hamner Avenue Segment Length (MI): 0.68 mi
North
GOODMAN WAY
RESIDENTIAL
NOT TO SCALE
HAMNER AVENUE
COMMERCIAL/
INDUSTRIAL
CANTU-GALLEANO RANCH ROAD
COMMERCIAL/
INDUSTRIAL
• 35 MPH
35 MPH•
35 MPH• • 35 MPH
Appendix D
925
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
RIVERBOAT ROAD
HAMNER AVENUE
HAMNER AVENUE
.62 mi
CITRUS STREET
NOT TO SCALE
CITY LIMITS
RESIDENTIAL
RESIDENTIAL
COMMERCIAL
45 MPH •
• 35 MPH
• 35 MPH
FAIR GROUNDS
RESIDENTIALPARK
Appendix D
926
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
RIVERBOAT ROAD
HAMNER AVENUE
HAMNER AVENUE
1 mi
LIMONITE AVENUE
NOT TO SCALE
68TH STREET
RESIDENTIAL
COMMERCIAL
OAKDALE STREET
• 45 MPH
• 45 MPH
• 45 MPH
• 45 MPH
RESIDENTIAL RESIDENTIAL RESIDENTIAL
RESIDENTIALRESIDENTIALRESIDENTIAL
65TH STREET
45 MPH •
45 MPH •
45 MPH •
RESIDENTIAL
COMMERCIAL
• 35 MPH
Appendix D
927
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
RESIDENTIAL
North
HAMNER
HAMNER AVENUE
0.91 mi
LIMONITE AVENUE
NOT TO SCALE
58TH STREET
• 45 MPH
SWAN LAKE
BELLEGRAVE AVENUE
CITY LIMIT
UNDEVELOPED
AVENUE
• 45 MPH
45 MPH •COMMERCIAL RESIDENTIAL
Appendix D
928
Appendix D
929
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name: HAMNER AVENUE
Street Segment: CANTU-GALLEANO RANCH ROAD & RIVERSIDE DRIVE Segment Length (MI): 1.23 mi
North NOT TO SCALE
HAMNER AVENUE
CANTU-GALLEANO RANCH ROAD
RIVERSIDE DRIVE
INDUSTRIAL
INDUSTRIAL
CITY OF ONTARIO
CITY OF EASTVALE
• 50 MPH
• 50 MPH
VACANT
LAND UNDEVELOPED
Appendix D
930
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name: Hamner Avenue
Street Segment: Riverside Drive and Philadelphia Street Segment Length (MI): 0.99 mi
North NOT TO SCALE
HAMNER AVENUE
RIVERSIDE DRIVE MISSION BLVD
SR 60 FREWAY
UNDEVELOPED INDUSTRIAL
COMMERCIAL INDUSTRIAL
CITY OF ONTARIO
CITY OF EASTVALE
• 50 MPH
• 50 MPH
UNDEVELOPED
UNDEVELOPED INDUSTRIAL
PHILADELPHIA AVENUE
Appendix D
931
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
CHANDLER STREET
North
HARRISON AVENUE
HARRISON AVENUE
CHANDLER STREET TO SCHLEISMAN ROAD
1 mi
• 45 MPH
RESIDENTIAL
SCHLEISMAN ROAD
CITRUS STREET • 45 MPH
NOT TO SCALE
45 MPH •
RESIDENTIAL
RESIDENTIAL
45 MPH •
Appendix D
932
Appendix D
933
Appendix D
934
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
HELLMAN AVENUE
RIVER ROAD TO
0.97 mi
CONSERVATION
AREA
NOT TO SCALE
CITY LIMITSHELLMAN AVENUE
RIVER ROAD
CHANDLER STREET
UNDEVELOPED
RESIDENTIAL
AGRICULTURE
• 30 MPH
(W1-1)50 MPH •
UNDEVELOPED
UNDEVELOPED
CHANDLER STREET
Appendix D
935
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
HELLMAN AVENUE
NOT TO SCALE
CITY LIMITHELLMAN AVENUE
CHANDLER STREET
SCHLEISMAN ROAD
UNDEVELOPED
25 MPH(SCHOOL ZONE) •
50 MPH •
SCHOOL
WALTERS STREET
ALDERGATE
ROAD
MARKET
STREET
PINE AVENUE
PRAIRIE SMOKE
ROAD
LANDERWOOD DRIVE
BICKMORE AVENUE
1.54 mi
CHANDLER STREET TO LIMONITE AVENUE
AVENUE
LIMONITE AVE
PARK
INDUSTRIAL
ks
STREET
50 MPH •
VELO
25 MPH(SCHOOL ZONE) •
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
UNDEVELOPED
RESIDENTIAL
INDUSTRIAL
KIMBALL AVENUE
CHINO CORONA ROAD
RESIDENTIAL
RESIDENTIAL
Appendix D
936
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
NorthNOT TO SCALE
HELLMAN AVENUE
LIMONITE AVENUE TO NORTH CITY LIMIT
0.20 mi
HELLMAN AVENUE
CHANDLER STREET
INDUSTRIAL
INDUSTRIAL
LIMONITE AVE
INDUSTRIAL
SUMMIT DR
INDUSTRIAL
HELLMAN AVENU
CITY LIMIT
ENTERPRISE WAY (PRIVATE)
1.54 mi
KIMBALL AVENUE
CITY LIMIT
INDUSTRIAL
Appendix D
937
Appendix D
938
Appendix D
939
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name: Limonite Avenue
Street Segment: Archibald Avenue to Sumner Avenue
Segment Length (MI): 1 mi
North
LIMONITE AVENUE
RESIDENTIAL RESIDENTIAL
ONTARIO RANCH ROAD
NOT TO SCALE
SUMNER AVENUE
HARRISON AVENUE • 50 MPH
• 50 MPH
• 50 MPH
RESIDENTIAL RESIDENTIAL UNDEVELOPED
ARCHIBALD AVENUE
UNDEVELOPED
Appendix D
940
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name: Limonite Avenue
Street Segment: Sumner Avenue to East City Limit
Segment Length (MI): 1.53 mi
North
NOT TO SCALE
AGRICULTURE
SCHOLAR WAY
HAMNER AVENUE
• 45 MPH
LIMONITE
AVENUE
RESIDENTIAL
COMMERCIAL
SUMNER AVENUE • 45 MPH
I-15 FWY
COMMERCIAL
COMMERCIAL
RESIDENTIAL
• 45 MPH
• 45 MPH
• 45 MPH
UNDEVELOPED
AGRICULTURE
RETAIL
Appendix D
941
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
MISSION BLVD
S MILLIKEN AVENUE TO ONTARIO FREEWAY (I-15)
0.5 mi
NOT TO SCALE
MISSION
S. MILLILKEN AVENUE
BLVD
MANUFACTURING
INDUSTRIAL
North
CITY LIMITS(I-15)
COMMERCIAL
COMMERCIAL
60 MPH •
Appendix D
942
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
ORANGE STREET
SUMNER AVENUE TO SCHOLAR WAY
0.5 mi
NOT TO SCALE
SCHOOL
ORANGE STREET
30 MPH •
SUMNER AVENUE
• 30 MPH
SCHOLAR WAY
25 MPH(SCHOOL ZONE) •
• 25 MPH(SCHOOL ZONE)
RESIDENTIAL AGRICULTUREAGRICULTURE
RESIDENTIAL
Appendix D
943
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
PRAIRIE SMOKE ROAD
HELLMAN AVENUE TO WHITEWELL ROAD
0.26 mi
NOT TO SCALE
RESIDENTIAL
PRAIRIE SMOKE ROAD
HELLMAN AVENUE
WHITEWELL ROAD
35 MPH •
• 35 MPH
RESIDENTIAL
Appendix D
944
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
RIVER ROAD
HELLMAN AVENUE TO ARCHIBALD AVENUE
0.75 mi
NOT TO SCALE
ARCHIBALD AVENUE
RESIDENTIAL
CITY LIMITSHELLMAN AVENUE
RIVER ROAD
HALL ROAD
AGRICULTURE
AGRICULTURE
40 MPH •
RESIDENTIAL
Appendix D
945
Appendix D
946
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name: Riverside Drive
Street Segment: Hamner Avenue to East City Limit
Segment Length (MI): 0.44 mi
North
NOT TO SCALE
RIVERSIDE DRIVE
HAMNER AVENUE
INDUSTRIAL
I-15 FWY
• 50 MPH
MILLIKEN AVENUE
INDUSTRIAL
Appendix D
947
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
SCHLEISMAN ROAD
HELLMAN AVENUE TO ARCHIBALD AVENUE
1 mi
NOT TO SCALE
SCHLEISMAN ROAD
HELLMAN AVENUE
ARCHI BALD AVENUE
RESIDENTIAL
RESIDENTIAL
• 50 MPH
CITY LIMIT
50 MPH •
50 MPH •
COMMERCIAL
Appendix D
948
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
SCHLEISMAN ROAD
ARCHIBALD AVENUE TO SUMNER AVENUE
0.99 mi
NOT TO SCALE
SCHLEISMAN ROAD
ARCHIBALD
SUMNER
RESIDENTIAL
RESIDENTIAL
• 45 MPH
HARRISON
AVENUE
RESIDENTIAL
RESIDENTIAL
SCHOOL
COMMUNITY
CENTER
AVENUE
AVENUE
• 45 MPH
• 45 MPH
25 MPH(SCHOOL ZONE) •
45 MPH •
45 MPH •
45 MPH •
45 MPH •
Appendix D
949
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
SCHLEISMAN ROAD
SUMNER AVENUE TO SCHOLAR WAY
0.5 mi
NOT TO SCALE
SCHLEISMAN ROAD
SUMNER
SCHOLAR
RESIDENTIAL
RESIDENTIAL
UNDEVELOPED
AVENUE
WAY
UNDEVELOPED45 MPH •
Appendix D
950
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
SCHLEISMAN ROAD
SCHOLAR WAY TO HAMNER AVENUE
0.58 mi
NOT TO SCALE
SCHLEISMAN
HAMMNER
SCHOLAR
RESIDENTIAL
AVENUE
WAY
ROAD
RESIDENTIAL
COMMERCIAL
45 MPH •
Appendix D
951
Appendix D
952
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
SCHOLAR WAY
SCHLEISMAN ROAD TO LIMONITE AVENUE
0.99 mi
NOT TO SCALE
SCHOLAR
SCHLEISMAN ROAD
LIMONITE AVE
• 25 MPH(SCHOOL ZONE)WAY
RESIDENTIAL
SCHOOL
PUBLIC
PARK
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
North
25 MPH(SCHOOL ZONE) •
35 MPH •
35 MPH •
• 35 MPH
• 35 MPH
35 MPH •
Appendix D
953
Appendix D
954
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
SUMNER AVENUE
CITRUS STREET TO 65th STREET
1.12 mi
NOT TO SCALE
SUMNER
CITRUS STREET
65th STREET
AVENUE
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
SCHLEISMAN ROAD
• 45 MPH
• 45 MPH
RESIDENTIAL
• 45 MPH
45 MPH •
45 MPH •
Appendix D
955
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
SUMNER AVENUE
65th STREET TO BELLEGRAVE AVENUE
1.03 mi
NOT TO SCALE
SUMNER
65TH STREET
AVENUE45 MPH •
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
LIMONITE AVENUE
RESIDENTIAL
• 45 MPH
ORCHARD
PARK
SHOPPING
CENTER
• 45 MPH
BELLEGRAVE AVENUE
CITY LIMIT
Appendix D
956
CITY OF EASTVALE
Department of Public Works
STRIP MAP
Street Name:
Street Segment:
Segment Length (MI):
North
WHITEWELL ROAD
SCHLEISMAN ROAD TO PRAIRIE SMOKE ROAD
0.29 mi
NOT TO SCALE
WHITEWELL
SCHLEISMAN ROAD
ROAD
RESIDENTIAL
RESIDENTIAL
• 35 MPH
PRAIRIE
SMOKE RD
Appendix D
957
958
APPENDIX E
Speed Survey Data Sheets
(Updated August 2025)
959
960
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: 58th Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Scholar Way - Hamner Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 3 46 X X X 3
45 0 0 45 0
44 0 2 44 X X 2 Time
43 2 1 43 X X X 3 From: 11:00
42 2 2 42 X X X X 4
41 2 1 41 X X X 3 Time
40 2 4 40 X X X X X X 6 * To: 12:05
39 2 3 39 X X X X X 5 *
38 7 5 38 X X X X X X X X X X X X 12 * Existing
37 7 3 37 X X X X X X X X X X 10 P Speed Limit: 25 MPH
36 7 4 36 X X X X X X X X X X X 11 A
35 4 2 35 X X X X X X 6 C
34 4 4 34 X X X X X X X X 8 E
33 1 1 33 X X 2 *
32 2 6 32 X X X X X X X X 8 *
31 0 4 31 X X X X 4 * Eastbound Westbound Combined Statistics 30 1 1 30 X X 2 % Over Pace: 0% 18% 15%
29 3 1 29 X X X X 4
28 3 1 28 X X X X 4 % In Pace: 78% 72% 72%
27 1 2 27 X X X 3
26 0 0 26 0 % Under Pace: 22% 10% 13%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 34 - 43 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 42 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
7/29/21
Appendix E
961
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: 65th Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Archibald Avenue - Sumner Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:05
52 1 0 52 X 1
51 0 0 51 0 Time
50 2 0 50 X X 2 To: 10:45
49 2 2 49 X X X X 4
48 2 0 48 X X 2 Existing
47 4 1 47 X X X X X 5 * Speed Limit: 40 MPH
46 5 1 46 X X X X X X 6 *
45 3 3 45 X X X X X X 6 *
44 1 8 44 X X X X X X X X X 9 P
43 6 3 43 X X X X X X X X X 9 A
42 7 2 42 X X X X X X X X X 9 C
41 5 2 41 X X X X X X X 7 E Eastbound Westbound Combined Statistics 40 5 4 40 X X X X X X X X X 9 * % Over Pace: 6% 8% 9%
39 2 6 39 X X X X X X X X 8 *
38 2 3 38 X X X X X 5 * % In Pace: 80% 78% 73%
37 2 2 37 X X X X 4
36 0 6 36 X X X X X X 6 % Under Pace: 14% 14% 18%
35 0 3 35 X X X 3
34 0 1 34 X 1 Average Speed: 43 MPH 40 MPH 42 MPH
33 1 1 33 X X 2
32 0 2 32 X X 2 Pace Speed: 40 - 49 MPH 36 - 45 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 36 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 40 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 44 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/19/25
Appendix E
962
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: 65th Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sumner Avenue - Hamner Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:00
52 1 0 52 X 1
51 1 1 51 X X 2 Time
50 2 0 50 X X 2 To: 1:30
49 1 2 49 X X X 3
48 4 2 48 X X X X X X 6 * Existing
47 5 5 47 X X X X X X X X X X 10 * Speed Limit: 40 MPH
46 6 0 46 X X X X X X 6 *
45 2 4 45 X X X X X X 6 P
44 4 3 44 X X X X X X X 7 A
43 3 5 43 X X X X X X X X 8 C
42 4 5 42 X X X X X X X X X 9 E
41 2 7 41 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 40 5 4 40 X X X X X X X X X 9 * % Over Pace: 10% 2% 8%
39 4 2 39 X X X X X X 6 *
38 1 1 38 X X 2 % In Pace: 78% 74% 76%
37 3 4 37 X X X X X X X 7
36 1 1 36 X X 2 % Under Pace: 12% 24% 16%
35 0 2 35 X X 2
34 0 1 34 X 1 Average Speed: 43 MPH 42 MPH 43 MPH
33 1 1 33 X X 2
32 0 0 32 0 Pace Speed: 39 - 48 MPH 40 - 49 MPH 39 - 48 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 37 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 42 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 48 MPH 47 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
7/22/21
Appendix E
963
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: 68th Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Hamner Avenue - East City Limits
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 1 53 X 1 From: 11:00
52 1 0 52 X 1
51 1 0 51 X 1 Time
50 0 1 50 X 1 To: 11:20
49 2 2 49 X X X X 4
48 2 2 48 X X X X 4 * Existing
47 5 1 47 X X X X X X 6 * Speed Limit: 45 MPH
46 3 5 46 X X X X X X X X 8 *
45 7 3 45 X X X X X X X X X X 10 P
44 4 3 44 X X X X X X X 7 A
43 6 4 43 X X X X X X X X X X 10 C
42 4 4 42 X X X X X X X X 8 E
41 5 3 41 X X X X X X X X 8 * Eastbound Westbound Combined Statistics 40 4 8 40 X X X X X X X X X X X X 12 * % Over Pace: 4% 14% 8% 39 2 3 39 X X X X X 5 *
38 1 2 38 X X X 3 % In Pace: 84% 78% 78%
37 2 4 37 X X X X X X 6
36 1 4 36 X X X X X 5 % Under Pace: 12% 8% 14%
35 0 0 35 0
34 0 0 34 0 Average Speed: 44 MPH 42 MPH 43 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 40 - 49 MPH 37 - 46 MPH 39 - 48 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 37 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 42 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 46 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/11/21
Appendix E
964
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: 68th Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sumner Avenue - Hamner Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 1 54 X 1 Time
53 1 0 53 X 1 From: 11:25
52 1 0 52 X 1
51 1 3 51 X X X X 4 Time
50 4 1 50 X X X X X 5 To: 11:50
49 1 2 49 X X X 3
48 1 3 48 X X X X 4 * Existing
47 4 4 47 X X X X X X X X 8 * Speed Limit: 45 MPH
46 7 2 46 X X X X X X X X X 9 *
45 4 3 45 X X X X X X X 7 P
44 4 3 44 X X X X X X X 7 A
43 3 3 43 X X X X X X 6 C
42 5 6 42 X X X X X X X X X X X 11 E
41 5 4 41 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 40 2 4 40 X X X X X X 6 * % Over Pace: 18% 14% 15%
39 2 3 39 X X X X X 5 *
38 3 1 38 X X X X 4 % In Pace: 78% 70% 72%
37 1 5 37 X X X X X X 6
36 0 2 36 X X 2 % Under Pace: 4% 16% 13%
35 1 0 35 X 1
34 0 0 34 0 Average Speed: 44 MPH 43 MPH 44 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 38 - 47 MPH 39 - 48 MPH 39 - 48 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 38 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 42 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 48 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/11/21
Appendix E
965
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Archibald Avenue
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Bluff Street - Wind River Road / Grapewin Street 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 1 63 X 1 From: 10:00
62 0 1 62 X 1
61 0 0 61 0 Time
60 0 3 60 X X X 3 To: 10:25
59 1 2 59 X X X 3
58 1 1 58 X X 2 Existing
57 9 4 57 X X X X X X X X X X X X X 13 * Speed Limit: 55 MPH 56 6 2 56 X X X X X X X X 8 *
55 5 2 55 X X X X X X X 7 *
54 3 5 54 X X X X X X X X 8 P
53 1 6 53 X X X X X X X 7 A
52 6 5 52 X X X X X X X X X X X 11 C
51 2 1 51 X X X 3 E Northbound Southbound Combined Statistics 50 4 4 50 X X X X X X X X 8 * % Over Pace: 4% 16% 10%
49 1 3 49 X X X X 4 *
48 6 4 48 X X X X X X X X X X 10 * % In Pace: 86% 72% 79% 47 2 2 47 X X X X 4
46 3 3 46 X X X X X X 6 % Under Pace: 10% 12% 11%
45 0 1 45 X 1
44 0 0 44 0 Average Speed: 53 MPH 53 MPH 53 MPH
43 0 0 43 0
42 0 0 42 0 Pace Speed: 48 - 57 MPH 48 - 57 MPH 48 - 57 MPH 41 0 0 41 0
40 0 0 40 0
39 0 0 39 0 15th Percentile / Critical Speed: 48 MPH 48 MPH 48 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed: 53 MPH 53 MPH 53 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 57 MPH 58 MPH 57 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/17/21
Appendix E
966
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Archibald Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Schleisman Road - Bellegrave Avenue / North City Limits 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 1 3 59 X X X X 4
58 4 0 58 X X X X 4
57 0 2 57 X X 2 Date:
56 0 1 56 X 1
55 5 2 55 X X X X X X X 7 *
54 2 5 54 X X X X X X X 7 * Time
53 4 2 53 X X X X X X 6 * From: 11:05
52 2 2 52 X X X X 4 P
51 3 5 51 X X X X X X X X 8 A Time
50 5 3 50 X X X X X X X X 8 C To: 11:30
49 4 6 49 X X X X X X X X X X 10 E
48 5 7 48 X X X X X X X X X X X X 12 * Existing
47 4 4 47 X X X X X X X X 8 * Speed Limit: 50 MPH
46 2 4 46 X X X X X X 6 *
45 6 1 45 X X X X X X X 7
44 1 3 44 X X X X 4
43 1 0 43 X 1
42 1 0 42 X 1
41 0 0 41 0 Northbound Southbound Combined Statistics
40 0 0 40 0 % Over Pace: 20% 12% 11%
39 0 0 39 0
38 0 0 38 0 % In Pace: 74% 80% 76%
37 0 0 37 0
36 0 0 36 0 % Under Pace: 6% 8% 13%
35 0 0 35 0
34 0 0 34 0 Average Speed: 50 MPH 50 MPH 50 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 45 - 54 MPH 46 - 55 MPH 46 - 55 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 45 MPH 46 MPH 46 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 50 MPH 49 MPH 50 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 55 MPH 55 MPH 55 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/18/21
Appendix E
967
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Archibald Avenue
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Wind River Road / Grapewin Street - Schleisman Road 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 9:40
62 1 0 62 X 1
61 0 0 61 0 Time
60 4 2 60 X X X X X X 6 To: 10:05
59 1 3 59 X X X X 4
58 1 1 58 X X 2 Existing
57 3 2 57 X X X X X 5 * Speed Limit: 50 MPH
56 3 2 56 X X X X X 5 *
55 3 3 55 X X X X X X 6 *
54 4 4 54 X X X X X X X X 8 P
53 2 1 53 X X X 3 A
52 1 3 52 X X X X 4 C
51 2 9 51 X X X X X X X X X X X 11 E Northbound Southbound Combined Statistics 50 7 3 50 X X X X X X X X X X 10 * % Over Pace: 14% 12% 13% 49 5 4 49 X X X X X X X X X 9 *
48 3 6 48 X X X X X X X X X 9 * % In Pace: 66% 74% 70%
47 3 2 47 X X X X X 5
46 3 1 46 X X X X 4 % Under Pace: 20% 14% 17%
45 2 2 45 X X X X 4
44 0 0 44 0 Average Speed: 52 MPH 52 MPH 52 MPH
43 1 1 43 X X 2
42 1 0 42 X 1 Pace Speed: 48 - 57 MPH 48 - 57 MPH 48 - 57 MPH 41 0 1 41 X 1
40 0 0 40 0
39 0 0 39 0 15th Percentile / Critical Speed: 47 MPH 48 MPH 47 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed: 50 MPH 51 MPH 51 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 57 MPH 57 MPH 57 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/14/21
Appendix E
968
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Baron Road
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Archibald Avenue - River Road
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 1 45 X 1
44 1 1 44 X X 2 Time
43 4 1 43 X X X X X 5 From: 9:00
42 2 2 42 X X X X 4
41 0 2 41 X X 2 Time
40 1 2 40 X X X 3 To: 10:00
39 1 2 39 X X X 3
38 2 3 38 X X X X X 5 Existing
37 1 2 37 X X X 3 Speed Limit: 35 MPH
36 2 2 36 X X X X 4 *
35 6 0 35 X X X X X X 6 *
34 2 1 34 X X X 3 *
33 6 4 33 X X X X X X X X X X 10 P
32 0 1 32 X 1 A
31 8 3 31 X X X X X X X X X X X 11 C Eastbound Westbound Combined Statistics 30 3 4 30 X X X X X X X 7 E % Over Pace: 24% 36% 28%
29 2 5 29 X X X X X X X 7 *
28 4 4 28 X X X X X X X X 8 * % In Pace: 72% 64% 65%
27 3 5 27 X X X X X X X X 8 *
26 0 1 26 X 1 % Under Pace: 4% 0% 7%
25 2 4 25 X X X X X X 6
24 0 0 24 0 Average Speed: 34 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 27 - 36 MPH 25 - 34 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 31 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 40 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/17/21
Appendix E
969
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Bellegrave Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Hamner Avenue - East City Limits
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 1 0 53 X 1 From: 9:20
52 3 4 52 X X X X X X X 7
51 2 1 51 X X X 3 Time
50 0 1 50 X 1 To: 9:40
49 0 1 49 X 1
48 5 2 48 X X X X X X X 7 * Existing
47 2 5 47 X X X X X X X 7 * Speed Limit: 50 MPH
46 5 6 46 X X X X X X X X X X X 11 *
45 2 3 45 X X X X X 5 P
44 3 2 44 X X X X X 5 A
43 9 8 43 X X X X X X X X X X X X X X X X X 17 C
42 4 1 42 X X X X X 5 E
41 5 5 41 X X X X X X X X X X 10 * Eastbound Westbound Combined Statistics 40 3 2 40 X X X X X 5 * % Over Pace: 12% 14% 13%
39 0 5 39 X X X X X 5 *
38 3 1 38 X X X X 4 % In Pace: 76% 78% 77%
37 2 2 37 X X X X 4
36 0 0 36 0 % Under Pace: 12% 8% 10%
35 1 1 35 X X 2
34 0 0 34 0 Average Speed: 44 MPH 44 MPH 44 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 40 - 49 MPH 39 - 48 MPH 39 - 48 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 39 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 48 MPH 48 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/17/21
Appendix E
970
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Bellegrave Avenue
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Sumner Avenue - Hamner Avenue
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 9:40
62 0 0 62 0
61 0 0 61 0 Time
60 0 0 60 0 To: 10:55
59 0 0 59 0
58 2 0 58 X X 2 Existing
57 0 0 57 0 Speed Limit: 50 MPH
56 2 0 56 X X 2
55 3 2 55 X X X X X 5
54 0 3 54 X X X 3 *
53 3 2 53 X X X X X 5 *
52 5 6 52 X X X X X X X X X X X 11 *
51 7 6 51 X X X X X X X X X X X X X 13 P Eastbound Westbound Combined Statistics 50 4 3 50 X X X X X X X 7 A % Over Pace: 14% 4% 9%
49 3 6 49 X X X X X X X X X 9 C
48 3 6 48 X X X X X X X X X 9 E % In Pace: 76% 84% 78%
47 2 4 47 X X X X X X 6 *
46 6 3 46 X X X X X X X X X 9 * % Under Pace: 10% 12% 13% 45 3 3 45 X X X X X X 6 *
44 2 1 44 X X X 3 Average Speed: 49 MPH 49 MPH 49 MPH
43 3 2 43 X X X X X 5
42 1 1 42 X X 2 Pace Speed: 44 - 53 MPH 45 - 54 MPH 45 - 54 MPH 41 0 1 41 X 1
40 1 0 40 X 1
39 0 1 39 X 1 15th Percentile / Critical Speed: 45 MPH 45 MPH 45 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed: 50 MPH 49 MPH 49 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 53 MPH 52 MPH 53 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/17/21
Appendix E
971
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Blossom Way
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Harrison Avenue - Sumner Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:10
42 1 0 42 X 1
41 1 0 41 X 1 Time
40 1 0 40 X 1 To: 12:50
39 2 0 39 X X 2
38 1 3 38 X X X X 4 Existing
37 2 5 37 X X X X X X X 7 Speed Limit: 30 MPH
36 2 1 36 X X X 3 *
35 5 4 35 X X X X X X X X X 9 *
34 6 7 34 X X X X X X X X X X X X X 13 *
33 3 5 33 X X X X X X X X 8 P
32 5 6 32 X X X X X X X X X X X 11 A
31 3 4 31 X X X X X X X 7 C Eastbound Westbound Combined Statistics 30 3 2 30 X X X X X 5 E % Over Pace: 16% 0% 16%
29 3 2 29 X X X X X 5 *
28 3 3 28 X X X X X X 6 * % In Pace: 76% 78% 76%
27 5 4 27 X X X X X X X X X 9 *
26 0 1 26 X 1 % Under Pace: 8% 22% 8%
25 2 2 25 X X X X 4
24 1 0 24 X 1 Average Speed: 32 MPH 32 MPH 32 MPH
23 1 0 23 X 1
22 0 1 22 X 1 Pace Speed: 27 - 36 MPH 29 - 38 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
7/29/21
Appendix E
972
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Cantu-Galleano Ranch Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Hamner Avenue - Interstate 15
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 1 58 X 1
57 0 0 57 0 Date:
56 1 0 56 X 1
55 1 0 55 X 1
54 0 1 54 X 1 Time
53 1 0 53 X 1 From: 11:20
52 2 1 52 X X X 3
51 0 1 51 X 1 Time
50 1 0 50 X 1 To: 11:50
49 3 2 49 X X X X X 5 *
48 4 1 48 X X X X X 5 * Existing
47 3 1 47 X X X X 4 * Speed Limit: 55 MPH
46 8 4 46 X X X X X X X X X X X X 12 P
45 3 3 45 X X X X X X 6 A
44 5 6 44 X X X X X X X X X X X 11 C
43 5 3 43 X X X X X X X X 8 E
42 2 5 42 X X X X X X X 7 *
41 2 3 41 X X X X X 5 * Eastbound Westbound Combined Statistics 40 4 4 40 X X X X X X X X 8 * % Over Pace: 12% 16% 10%
39 1 1 39 X X 2
38 1 3 38 X X X X 4 % In Pace: 78% 68% 71%
37 2 2 37 X X X X 4
36 0 3 36 X X X 3 % Under Pace: 10% 16% 19%
35 0 2 35 X X 2
34 0 1 34 X 1 Average Speed: 45 MPH 42 MPH 44 MPH
33 1 0 33 X 1
32 0 2 32 X X 2 Pace Speed: 40 - 49 MPH 37 - 46 MPH 40 - 49 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 36 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 45 MPH 42 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 47 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
5/23/25
Appendix E
973
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Chandler Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Hellman Avenue - Harrison Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 1 57 X 1 Date:
56 1 5 56 X X X X X X 6
55 0 1 55 X 1
54 0 2 54 X X 2 Time
53 4 1 53 X X X X X 5 From: 9:40
52 1 1 52 X X 2
51 1 1 51 X X 2 Time
50 4 6 50 X X X X X X X X X X 10 * To: 10:15
49 2 4 49 X X X X X X 6 *
48 4 3 48 X X X X X X X 7 * Existing
47 2 5 47 X X X X X X X 7 P Speed Limit: 45 MPH
46 5 4 46 X X X X X X X X X 9 A
45 4 2 45 X X X X X X 6 C
44 4 2 44 X X X X X X 6 E
43 2 1 43 X X X 3 *
42 3 2 42 X X X X X 5 *
41 5 5 41 X X X X X X X X X X 10 * Eastbound Westbound Combined Statistics 40 0 2 40 X X 2 % Over Pace: 14% 24% 19%
39 2 1 39 X X X 3
38 3 1 38 X X X X 4 % In Pace: 70% 68% 69%
37 0 0 37 0
36 2 0 36 X X 2 % Under Pace: 16% 8% 12%
35 1 0 35 X 1
34 0 0 34 0 Average Speed: 45 MPH 48 MPH 46 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 41 - 50 MPH 41 - 50 MPH 41 - 50 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 41 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 45 MPH 47 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 54 MPH 52 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
7/22/21
Appendix E
974
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Citrus Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Harrison Avenue - Sumner Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:35
52 0 0 52 0
51 0 2 51 X X 2 Time
50 1 0 50 X 1 To: 10:00
49 3 1 49 X X X X 4
48 1 1 48 X X 2 Existing
47 3 3 47 X X X X X X 6 * Speed Limit: 45 MPH
46 4 3 46 X X X X X X X 7 *
45 6 5 45 X X X X X X X X X X X 11 *
44 3 3 44 X X X X X X 6 P
43 3 6 43 X X X X X X X X X 9 A
42 9 9 42 X X X X X X X X X X X X X X X X X X 18 C
41 5 6 41 X X X X X X X X X X X 11 E Eastbound Westbound Combined Statistics 40 4 6 40 X X X X X X X X X X 10 * % Over Pace: 10% 8% 9% 39 5 1 39 X X X X X X 6 *
38 2 3 38 X X X X X 5 * % In Pace: 88% 90% 89%
37 0 1 37 X 1
36 0 0 36 0 % Under Pace: 2% 2% 2%
35 1 0 35 X 1
34 0 0 34 0 Average Speed: 43 MPH 43 MPH 43 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 38 - 47 MPH 38 - 47 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 40 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 42 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 46 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
5/19/22
Appendix E
975
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Citrus Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Harrison Avenue - Hamner Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 1 0 55 X 1
54 0 0 54 0 Time
53 0 0 53 0 From: 1:40
52 2 0 52 X X 2
51 2 0 51 X X 2 Time
50 2 1 50 X X X 3 * To: 2:00
49 1 1 49 X X 2 *
48 3 2 48 X X X X X 5 * Existing
47 6 7 47 X X X X X X X X X X X X X 13 P Speed Limit: 45 MPH 46 3 3 46 X X X X X X 6 A
45 8 9 45 X X X X X X X X X X X X X X X X X 17 C
44 3 5 44 X X X X X X X X 8 E
43 6 5 43 X X X X X X X X X X X 11 *
42 6 8 42 X X X X X X X X X X X X X X 14 *
41 2 4 41 X X X X X X 6 * Eastbound Westbound Combined Statistics 40 2 1 40 X X X 3 % Over Pace: 6% 0% 5%
39 1 1 39 X X 2
38 1 2 38 X X X 3 % In Pace: 80% 90% 85%
37 1 0 37 X 1
36 0 0 36 0 % Under Pace: 14% 10% 10%
35 0 0 35 0
34 0 1 34 X 1 Average Speed: 45 MPH 44 MPH 44 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51 MPH 41 - 50 MPH 41 - 50 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 42 MPH 41 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 45 MPH 44 MPH 45 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 47 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/17/21
Appendix E
976
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Fieldmaster Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Hall Road - Archibald Avenue
52 0 0 52 0
51 0 0 51 0
50 0 1 50 X 1 Weather: Clear
49 0 0 49 0
48 1 0 48 X 1
47 1 1 47 X X 2 Date:
46 0 3 46 X X X 3
45 3 0 45 X X X 3
44 3 2 44 X X X X X 5 * Time
43 5 1 43 X X X X X X 6 * From: 1:30
42 1 3 42 X X X X 4 *
41 3 6 41 X X X X X X X X X 9 P Time
40 4 1 40 X X X X X 5 A To: 2:20
39 3 6 39 X X X X X X X X X 9 C
38 8 9 38 X X X X X X X X X X X X X X X X X 17 E Existing 37 2 5 37 X X X X X X X 7 * Speed Limit: 40 MPH
36 3 2 36 X X X X X 5 *
35 5 3 35 X X X X X X X X 8 *
34 1 0 34 X 1
33 3 2 33 X X X X X 5
32 2 0 32 X X 2
31 2 4 31 X X X X X X 6 Eastbound Westbound Combined Statistics 30 0 1 30 X 1 % Over Pace: 10% 10% 10%
29 0 0 29 0
28 0 0 28 0 % In Pace: 74% 76% 75%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 16% 14% 15%
25 0 0 25 0
24 0 0 24 0 Average Speed: 39 MPH 39 MPH 39 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 35 - 44 MPH 35 - 44 MPH 35 - 44 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 34 MPH 35 MPH 34 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 44 MPH 43 MPH 43 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/17/21
Appendix E
977
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Goodman Way
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Cantu-Galleano Ranch Road - Hamner Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 1 56 X 1
55 0 0 55 0
54 0 2 54 X X 2 Time
53 1 1 53 X X 2 From: 10:40
52 2 0 52 X X 2
51 0 0 51 0 Time
50 0 1 50 X 1 To: 11:10
49 0 0 49 0
48 0 0 48 0 Existing
47 0 4 47 X X X X 4 Speed Limit: 35 MPH
46 0 3 46 X X X 3
45 2 0 45 X X 2
44 2 3 44 X X X X X 5 *
43 4 3 43 X X X X X X X 7 *
42 3 1 42 X X X X 4 *
41 6 4 41 X X X X X X X X X X 10 P Northbound Southbound Combined Statistics 40 4 0 40 X X X X 4 A % Over Pace: 14% 24% 17%
39 5 3 39 X X X X X X X X 8 C
38 1 3 38 X X X X 4 E % In Pace: 70% 62% 65%
37 3 6 37 X X X X X X X X X 9 *
36 1 3 36 X X X X 4 * % Under Pace: 16% 14% 18%
35 5 5 35 X X X X X X X X X X 10 *
34 3 2 34 X X X X X 5 Average Speed: 39 MPH 40 MPH 39 MPH 33 2 0 33 X X 2
32 2 0 32 X X 2 Pace Speed: 34 - 43 MPH 35 - 44 MPH 35 - 44 MPH 31 1 1 31 X X 2
30 0 3 30 X X X 3
29 2 0 29 X X 2 15th Percentile / Critical Speed: 33 MPH 35 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 47 MPH 45 MPH 24 0 0 24 0
23 0 1 23 X 1
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
5/23/25
Appendix E
978
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Hamner Avenue
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Citrus Street - South City Limits
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 1:20
62 0 0 62 0
61 0 0 61 0 Time
60 0 0 60 0 To: 1:40
59 0 0 59 0
58 0 0 58 0 Existing
57 1 0 57 X 1 Speed Limit: 50 MPH
56 0 1 56 X 1
55 1 0 55 X 1
54 4 2 54 X X X X X X 6
53 4 1 53 X X X X X 5 *
52 4 2 52 X X X X X X 6 *
51 1 2 51 X X X 3 * Northbound Southbound Combined Statistics 50 5 2 50 X X X X X X X 7 P % Over Pace: 2% 8% 9%
49 5 6 49 X X X X X X X X X X X 11 A
48 4 2 48 X X X X X X 6 C % In Pace: 80% 84% 80%
47 4 2 47 X X X X X X 6 E
46 8 8 46 X X X X X X X X X X X X X X X X 16 * % Under Pace: 18% 8% 11% 45 1 10 45 X X X X X X X X X X X 11 *
44 4 5 44 X X X X X X X X X 9 * Average Speed: 49 MPH 47 MPH 48 MPH 43 2 3 43 X X X X X 5
42 0 0 42 0 Pace Speed: 46 - 55 MPH 43 - 52 MPH 44 - 53 MPH 41 0 3 41 X X X 3
40 1 0 40 X 1
39 1 0 39 X 1 15th Percentile / Critical Speed: 44 MPH 44 MPH 44 MPH 38 0 1 38 X 1
37 0 0 37 0 50th Percentile / Critical Speed: 48 MPH 46 MPH 47 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 53 MPH 51 MPH 52 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/17/21
Appendix E
979
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Hamner Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Schleisman Road - Limonite Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 1 55 X 1
54 0 1 54 X 1 Time
53 3 1 53 X X X X 4 From: 11:50
52 1 2 52 X X X 3
51 3 4 51 X X X X X X X 7 * Time
50 1 4 50 X X X X X 5 * To: 12:10
49 2 3 49 X X X X X 5 *
48 5 1 48 X X X X X X 6 P Existing
47 4 5 47 X X X X X X X X X 9 A Speed Limit: 45 MPH
46 2 7 46 X X X X X X X X X 9 C
45 7 4 45 X X X X X X X X X X X 11 E
44 4 1 44 X X X X X 5 *
43 3 4 43 X X X X X X X 7 *
42 7 4 42 X X X X X X X X X X X 11 *
41 1 3 41 X X X X 4 Northbound Southbound Combined Statistics 40 2 1 40 X X X 3 % Over Pace: 8% 10% 9%
39 1 2 39 X X X 3
38 3 1 38 X X X X 4 % In Pace: 76% 74% 75%
37 0 0 37 0
36 1 1 36 X X 2 % Under Pace: 16% 16% 16%
35 0 0 35 0
34 0 0 34 0 Average Speed: 45 MPH 46 MPH 46 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51 MPH 42 - 51 MPH 42 - 51 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 45 MPH 46 MPH 45 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 51 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/17/21
Appendix E
980
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Hamner Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Limonite Avenue - Bellegrave Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 1 54 X 1 Time
53 2 2 53 X X X X 4 From: 9:00
52 1 3 52 X X X X 4
51 6 3 51 X X X X X X X X X 9 * Time
50 0 0 50 0 * To: 9:20
49 4 6 49 X X X X X X X X X X 10 *
48 8 4 48 X X X X X X X X X X X X 12 P Existing
47 4 4 47 X X X X X X X X 8 A Speed Limit: 45 MPH
46 5 5 46 X X X X X X X X X X 10 C
45 3 2 45 X X X X X 5 E
44 2 4 44 X X X X X X 6 *
43 3 4 43 X X X X X X X 7 *
42 4 6 42 X X X X X X X X X X 10 *
41 2 1 41 X X X 3 Northbound Southbound Combined Statistics 40 0 3 40 X X X 3 % Over Pace: 6% 18% 9%
39 2 0 39 X X 2
38 2 2 38 X X X X 4 % In Pace: 78% 78% 77%
37 1 0 37 X 1
36 0 0 36 0 % Under Pace: 16% 4% 14%
35 1 0 35 X 1
34 0 0 34 0 Average Speed: 46 MPH 46 MPH 46 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51 MPH 40 - 49 MPH 42 - 51 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 41 MPH 42 MPH 42 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 46 MPH 46 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 51 MPH 51 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/17/21
Appendix E
981
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Hamner Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Bellegrave Avenue - Cantu-Galleano Ranch Road 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 1 0 55 X 1
54 1 2 54 X X X 3 Time
53 1 1 53 X X 2 From: 1:05
52 0 0 52 0
51 1 1 51 X X 2 Time
50 2 1 50 X X X 3 To: 1:25
49 2 2 49 X X X X 4
48 3 2 48 X X X X X 5 Existing
47 2 1 47 X X X 3 * Speed Limit: 50 MPH
46 2 3 46 X X X X X 5 *
45 2 5 45 X X X X X X X 7 *
44 2 2 44 X X X X 4 P
43 1 3 43 X X X X 4 A
42 4 6 42 X X X X X X X X X X 10 C
41 6 6 41 X X X X X X X X X X X X 12 E Northbound Southbound Combined Statistics 40 4 5 40 X X X X X X X X X 9 * % Over Pace: 22% 14% 20% 39 5 4 39 X X X X X X X X X 9 *
38 5 1 38 X X X X X X 6 * % In Pace: 66% 74% 69%
37 1 2 37 X X X 3
36 2 2 36 X X X X 4 % Under Pace: 12% 12% 11%
35 0 0 35 0
34 0 0 34 0 Average Speed: 43 MPH 43 MPH 43 MPH
33 3 1 33 X X X X 4
32 0 0 32 0 Pace Speed: 38 - 47 MPH 39 - 48 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 39 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 42 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 48 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/19/25
Appendix E
982
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Hamner Avenue
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Cantu-Galleano Ranch Road - Riverside Drive 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 11:50
62 0 0 62 0
61 0 0 61 0 Time
60 0 1 60 X 1 To: 12:15
59 1 0 59 X 1
58 0 0 58 0 Existing
57 1 1 57 X X 2 Speed Limit: 50 MPH
56 1 3 56 X X X X 4
55 2 3 55 X X X X X 5
54 1 3 54 X X X X 4
53 3 0 53 X X X 3
52 3 3 52 X X X X X X 6 *
51 3 1 51 X X X X 4 * Northbound Southbound Combined Statistics 50 4 3 50 X X X X X X X 7 * % Over Pace: 12% 22% 20%
49 6 3 49 X X X X X X X X X 9 P
48 3 3 48 X X X X X X 6 A % In Pace: 66% 68% 67%
47 2 4 47 X X X X X X 6 C
46 1 6 46 X X X X X X X 7 E % Under Pace: 22% 10% 13%
45 6 4 45 X X X X X X X X X X 10 *
44 2 2 44 X X X X 4 * Average Speed: 48 MPH 48 MPH 48 MPH 43 3 5 43 X X X X X X X X 8 *
42 3 1 42 X X X X 4 Pace Speed: 44 - 53 MPH 43 - 52 MPH 43 - 52 MPH 41 3 1 41 X X X X 4
40 1 1 40 X X 2
39 1 0 39 X 1 15th Percentile / Critical Speed: 42 MPH 43 MPH 43 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed: 48 MPH 47 MPH 48 MPH 36 0 1 36 X 1
35 0 1 35 X 1 85th Percentile / Critical Speed: 53 MPH 55 MPH 54 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
5/23/25
Appendix E
983
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Hamner Avenue
65 0 0 65 0
64 1 0 64 X 1
63 1 0 63 X 1 Between: Riverside Drive - Philadelphia Street 62 0 0 62 0
61 0 0 61 0
60 0 1 60 X 1 Weather: Clear
59 0 0 59 0
58 1 2 58 X X X 3
57 0 3 57 X X X 3 Date:
56 1 1 56 X X 2
55 2 1 55 X X X 3
54 1 2 54 X X X 3 Time
53 4 2 53 X X X X X X 6 From: 12:45
52 2 0 52 X X 2
51 2 2 51 X X X X 4 Time
50 4 5 50 X X X X X X X X X 9 * To: 1:05
49 2 4 49 X X X X X X 6 *
48 2 5 48 X X X X X X X 7 * Existing
47 4 7 47 X X X X X X X X X X X 11 P Speed Limit: N / P MPH 46 4 1 46 X X X X X 5 A
45 2 0 45 X X 2 C
44 1 0 44 X 1 E
43 4 4 43 X X X X X X X X 8 *
42 0 3 42 X X X 3 *
41 5 2 41 X X X X X X X 7 * Northbound Statistics Southbound Statistics Combined Statistics 40 3 3 40 X X X X X X 6 % Over Pace: 24% 30% 29%
39 1 2 39 X X X 3
38 2 0 38 X X 2 % In Pace: 62% 56% 59%
37 1 0 37 X 1
36 0 0 36 0 % Under Pace: 14% 14% 12%
35 0 0 35 0
34 0 0 34 0 Average Speed: 48 MPH 47 MPH 48 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51 MPH 41 - 50 MPH 41 - 50 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 41 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 46 MPH 47 MPH 47 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 52 MPH 54 MPH 53 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
6/5/18
Appendix E
984
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Harrison Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Chandler Street - Schleisman Road
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 1 58 X 1
57 0 0 57 0 Date:
56 0 2 56 X X 2
55 1 0 55 X 1
54 0 3 54 X X X 3 Time
53 0 1 53 X 1 From: 12:10
52 1 1 52 X X 2
51 1 4 51 X X X X X 5 * Time
50 6 5 50 X X X X X X X X X X X 11 * To: 12:30
49 8 3 49 X X X X X X X X X X X 11 *
48 1 2 48 X X X 3 P Existing
47 5 6 47 X X X X X X X X X X X 11 A Speed Limit: 45 MPH 46 4 7 46 X X X X X X X X X X X 11 C
45 6 4 45 X X X X X X X X X X 10 E
44 5 5 44 X X X X X X X X X X 10 *
43 3 1 43 X X X X 4 *
42 6 3 42 X X X X X X X X X 9 *
41 1 1 41 X X 2 Northbound Southbound Combined Statistics 40 0 0 40 0 % Over Pace: 4% 16% 10%
39 0 1 39 X 1
38 2 0 38 X X 2 % In Pace: 90% 80% 85%
37 0 0 37 0
36 0 0 36 0 % Under Pace: 6% 4% 5%
35 0 0 35 0
34 0 0 34 0 Average Speed: 46 MPH 48 MPH 47 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51 MPH 42 - 51 MPH 42 - 51 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 42 MPH 44 MPH 43 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 46 MPH 47 MPH 47 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 52 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/18/21
Appendix E
985
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Harrison Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Schleisman Road - Blossom Way Limonite Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 1 0 54 X 1 Time
53 0 1 53 X 1 From: 12:50
52 2 0 52 X X 2
51 0 1 51 X 1 Time
50 1 0 50 X 1 To: 1:20
49 4 2 49 X X X X X X 6
48 2 1 48 X X X 3 Existing
47 4 1 47 X X X X X 5 * Speed Limit: 45 MPH
46 4 5 46 X X X X X X X X X 9 *
45 7 2 45 X X X X X X X X X 9 *
44 5 4 44 X X X X X X X X X 9 P
43 5 6 43 X X X X X X X X X X X 11 A
42 1 4 42 X X X X X 5 C
41 3 9 41 X X X X X X X X X X X X 12 E Northbound Southbound Combined Statistics 40 2 2 40 X X X X 4 * % Over Pace: 8% 10% 15%
39 3 4 39 X X X X X X X 7 *
38 2 6 38 X X X X X X X X 8 * % In Pace: 74% 86% 79%
37 2 1 37 X X X 3
36 2 0 36 X X 2 % Under Pace: 18% 4% 6%
35 0 1 35 X 1
34 0 0 34 0 Average Speed: 44 MPH 42 MPH 43 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 40 - 49 MPH 38 - 47 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 38 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 42 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 46 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound S outhbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
7/29/21
Appendix E
986
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Harrison Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Limonite Avenue - Blossom Way
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 0 45 X 1
44 0 0 44 0 Time
43 4 2 43 X X X X X X 6 From: 11:30
42 2 0 42 X X 2
41 4 2 41 X X X X X X 6 Time
40 3 0 40 X X X 3 To: 12:20
39 2 1 39 X X X 3 *
38 3 2 38 X X X X X 5 * Existing
37 4 6 37 X X X X X X X X X X 10 * Speed Limit: 45 MPH
36 0 5 36 X X X X X 5 P
35 7 2 35 X X X X X X X X X 9 A
34 5 5 34 X X X X X X X X X X 10 C
33 2 3 33 X X X X X 5 E
32 2 3 32 X X X X X 5 *
31 1 3 31 X X X X 4 * Northbound Southbound Combined Statistics 30 4 5 30 X X X X X X X X X 9 * % Over Pace: 2% 8% 18%
29 1 0 29 X 1
28 0 3 28 X X X 3 % In Pace: 68% 70% 65%
27 3 5 27 X X X X X X X X 8
26 2 1 26 X X X 3 % Under Pace: 30% 22% 17%
25 0 1 25 X 1
24 0 0 24 0 Average Speed: 36 MPH 33 MPH 34 MPH
23 0 0 23 0
22 0 1 22 X 1 Pace Speed: 34 - 43 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 37 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/20/25
Appendix E
987
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Hellman Avenue
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Chandler Street - River Road
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 11:15
62 0 0 62 0
61 0 0 61 0 Time
60 3 4 60 X X X X X X X 7 To: 12:00
59 1 2 59 X X X 3
58 2 1 58 X X X 3 Existing
57 0 0 57 0 Speed Limit: 50 MPH
56 4 5 56 X X X X X X X X X 9 *
55 3 7 55 X X X X X X X X X X 10 *
54 4 4 54 X X X X X X X X 8 *
53 4 2 53 X X X X X X 6 P
52 4 3 52 X X X X X X X 7 A
51 3 8 51 X X X X X X X X X X X 11 C Northbound Southbound Combined Statistics 50 5 4 50 X X X X X X X X X 9 E % Over Pace: 12% 14% 13% 49 6 1 49 X X X X X X X 7 *
48 2 4 48 X X X X X X 6 * % In Pace: 76% 82% 79%
47 3 3 47 X X X X X X 6 *
46 4 1 46 X X X X X 5 % Under Pace: 12% 4% 8%
45 2 0 45 X X 2
44 0 0 44 0 Average Speed: 52 MPH 53 MPH 52 MPH
43 0 1 43 X 1
42 0 0 42 0 Pace Speed: 47 - 56 MPH 47 - 56 MPH 47 - 56 MPH 41 0 0 41 0
40 0 0 40 0
39 0 0 39 0 15th Percentile / Critical Speed: 47 MPH 48 MPH 48 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed: 52 MPH 53 MPH 52 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 56 MPH 56 MPH 56 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/17/21
Appendix E
988
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Hellman Avenue
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Schleisman Road - Scholar Avenue (Chandler Street - Limonite Avenue) 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 3:00
62 0 0 62 0
61 0 0 61 0 Time
60 2 0 60 X X 2 To: 3:25
59 0 1 59 X 1
58 1 2 58 X X X 3 Existing
57 1 0 57 X 1 Speed Limit: 50 MPH
56 3 2 56 X X X X X 5
55 4 2 55 X X X X X X 6 *
54 4 1 54 X X X X X 5 *
53 2 2 53 X X X X 4 *
52 5 3 52 X X X X X X X X 8 P
51 2 4 51 X X X X X X 6 A Northbound Southbound Combined Statistics 50 2 2 50 X X X X 4 C % Over Pace: 8% 16% 12%
49 3 5 49 X X X X X X X X 8 E
48 8 3 48 X X X X X X X X X X X 11 * % In Pace: 76% 72% 69% 47 5 5 47 X X X X X X X X X X 10 *
46 2 5 46 X X X X X X X 7 * % Under Pace: 16% 12% 19%
45 1 5 45 X X X X X X 6
44 3 2 44 X X X X X 5 Average Speed: 51 MPH 49 MPH 50 MPH 43 1 1 43 X X 2
42 1 4 42 X X X X X 5 Pace Speed: 47 - 56 MPH 44 - 53 MPH 46 - 55 MPH 41 0 1 41 X 1
40 0 0 40 0
39 0 0 39 0 15th Percentile / Critical Speed: 46 MPH 44 MPH 45 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed: 50 MPH 48 MPH 49 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 55 MPH 54 MPH 55 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound S outhbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
2/17/21
Appendix E
989
(in Eastvale, btwn Limonite and NCL)
Appendix E
990
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Limonite Avenue
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Hellman Avenue - Cucamonga Creek Channel 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 10:25
62 0 0 62 0
61 0 0 61 0 Time
60 0 0 60 0 To: 11:00
59 0 0 59 0
58 0 1 58 X 1 Existing
57 0 3 57 X X X 3 Speed Limit: N/P MPH
56 1 0 56 X 1
55 1 1 55 X X 2
54 0 3 54 X X X 3
53 2 1 53 X X X 3 *
52 2 1 52 X X X 3 *
51 3 4 51 X X X X X X X 7 * Eastbound Westbound Combined Statistics 50 3 3 50 X X X X X X 6 P % Over Pace: 4% 18% 10%
49 4 4 49 X X X X X X X X 8 A
48 5 7 48 X X X X X X X X X X X X 12 C % In Pace: 68% 80% 73% 47 4 8 47 X X X X X X X X X X X X 12 E
46 4 3 46 X X X X X X X 7 * % Under Pace: 28% 2% 17%
45 4 3 45 X X X X X X X 7 *
44 3 5 44 X X X X X X X X 8 * Average Speed: 46 MPH 49 MPH 47 MPH 43 1 2 43 X X X 3
42 3 0 42 X X X 3 Pace Speed: 44 - 53 MPH 43 - 52 MPH 44 - 53 MPH 41 3 1 41 X X X X 4
40 3 0 40 X X X 3
39 2 0 39 X X 2 15th Percentile / Critical Speed: 41 MPH 44 MPH 43 MPH 38 1 0 38 X 1
37 0 0 37 0 50th Percentile / Critical Speed: 46 MPH 48 MPH 47 MPH 36 1 0 36 X 1
35 0 0 35 0 85th Percentile / Critical Speed: 51 MPH 54 MPH 52 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/20/25
Appendix E
991
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Limonite Avenue
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Cucamonga Creek Channel - Archibald Avenue 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 11:05
62 0 0 62 0
61 0 0 61 0 Time
60 0 0 60 0 To: 11:25
59 0 0 59 0
58 1 0 58 X 1 Existing
57 0 1 57 X 1 Speed Limit: N/P MPH
56 1 0 56 X 1
55 1 1 55 X X 2
54 6 2 54 X X X X X X X X 8
53 1 1 53 X X 2
52 2 2 52 X X X X 4
51 4 2 51 X X X X X X 6 * Eastbound Westbound Combined Statistics 50 3 3 50 X X X X X X 6 * % Over Pace: 6% 18% 19%
49 6 4 49 X X X X X X X X X X 10 *
48 4 2 48 X X X X X X 6 P % In Pace: 74% 68% 66%
47 4 3 47 X X X X X X X 7 A
46 4 5 46 X X X X X X X X X 9 C % Under Pace: 20% 14% 15% 45 3 1 45 X X X X 4 E
44 3 3 44 X X X X X X 6 * Average Speed: 48 MPH 46 MPH 47 MPH 43 2 4 43 X X X X X X 6 *
42 1 5 42 X X X X X X 6 * Pace Speed: 45 - 54 MPH 41 - 50 MPH 42 - 51 MPH 41 2 4 41 X X X X X X 6
40 1 3 40 X X X X 4
39 0 2 39 X X 2 15th Percentile / Critical Speed: 44 MPH 41 MPH 41 MPH 38 0 0 38 0
37 1 2 37 X X X 3 50th Percentile / Critical Speed: 48 MPH 46 MPH 47 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 54 MPH 51 MPH 52 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/20/25
Appendix E
992
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Limonite Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Archibald Avenue - Sumner Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 2 59 X X 2
58 0 1 58 X 1
57 1 1 57 X X 2 Date:
56 1 1 56 X X 2
55 2 5 55 X X X X X X X 7
54 4 2 54 X X X X X X 6 * Time
53 1 3 53 X X X X 4 * From: 9:45
52 1 4 52 X X X X X 5 *
51 0 1 51 X 1 P Time
50 2 4 50 X X X X X X 6 A To: 10:05
49 1 2 49 X X X 3 C
48 7 2 48 X X X X X X X X X 9 E Existing
47 8 7 47 X X X X X X X X X X X X X X X 15 * Speed Limit: 45 MPH 46 2 2 46 X X X X 4 *
45 7 2 45 X X X X X X X X X 9 *
44 2 3 44 X X X X X 5
43 1 2 43 X X X 3
42 1 2 42 X X X 3
41 3 1 41 X X X X 4 Eastbound Statistics Westbound Statistics Combined Statistics 40 2 1 40 X X X 3 % Over Pace: 10% 20% 14%
39 1 1 39 X X 2
38 0 1 38 X 1 % In Pace: 64% 68% 62%
37 3 0 37 X X X 3
36 0 0 36 0 % Under Pace: 26% 12% 24%
35 0 0 35 0
34 0 0 34 0 Average Speed: 49 MPH 47 MPH 48 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 46 - 55 MPH 41 - 50 MPH 45 - 54 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 42 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 46 MPH 48 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 53 MPH 54 MPH 53 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Eastvale
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
6/5/18
Appendix E
993
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Limonite Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sumner Avenue - East City Limit
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 1 0 58 X 1
57 0 0 57 0 Date:
56 0 1 56 X 1
55 0 0 55 0
54 0 0 54 0 Time
53 1 0 53 X 1 From: 10:15
52 1 0 52 X 1
51 3 0 51 X X X 3 Time
50 2 0 50 X X 2 To: 10:40
49 5 2 49 X X X X X X X 7 *
48 5 3 48 X X X X X X X X 8 * Existing
47 3 3 47 X X X X X X 6 * Speed Limit: 45 MPH
46 2 2 46 X X X X 4 P
45 4 6 45 X X X X X X X X X X 10 A
44 5 3 44 X X X X X X X X 8 C
43 4 4 43 X X X X X X X X 8 E
42 4 8 42 X X X X X X X X X X X X 12 *
41 4 5 41 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 40 2 4 40 X X X X X X 6 * % Over Pace: 12% 12% 9%
39 3 2 39 X X X X X 5
38 1 4 38 X X X X X 5 % In Pace: 76% 82% 78%
37 0 0 37 0
36 0 0 36 0 % Under Pace: 12% 6% 13%
35 0 2 35 X X 2
34 0 0 34 0 Average Speed: 45 MPH 43 MPH 44 MPH
33 0 0 33 0
32 0 1 32 X 1 Pace Speed: 41 - 50 MPH 38 - 47 MPH 40 - 49 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 41 MPH 39 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 45 MPH 42 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 47 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100