Hemet City Council
March 25, 2025

15.C.

Page | 32

8. If Surety elects to act under Paragraphs 4.1, 4.3 or 4.4 above, within the time period provided in Paragraph 4, above, and complies with all obligations under this Bond, Surety’s monetary obligation under this Bond is limited to the Penal Sum.

9. No right of action shall accrue on this Bond to any person or entity other than Owner or its successors or assigns.

10. Surety hereby waives notice of any change, alteration or addition to the Construction Contract or to related subcontracts, design agreements, purchase orders and other obligations, including changes of time, and of any Owner action in accordance with Paragraph 5 above. Surety consents to all terms of the Construction Contract, including provisions on changes to the Contract. No extension of time, change, alteration, Modification, deletion, or addition to the Contract Documents, or of the Work (including services) required thereunder, or any Owner action in accordance with Paragraph 5 above shall release or exonerate Surety on this Bond or in any way affect the obligations of Surety on this Bond, unless such action is an Owner Default.

11. Any proceeding, legal or equitable, under this Bond shall be instituted in any court of competent jurisdiction where a proceeding is pending between Owner and Contractor regarding the Construction Contract, or in the Superior Court of the County of Riverside, California, or in a court of competent jurisdiction in the location in which the Work is located. Communications from Owner to Surety under Paragraph 3.1 above shall be deemed to include the necessary agreements under Paragraph 3.2 above unless expressly stated otherwise.

12. All notices to Surety or Contractor shall be mailed or delivered (at the address set forth on the signature page of this Bond), and all notices to Owner shall be mailed or delivered as provided in Section 1-7.1.10 of the Special Provisions. Actual receipt of notice by Surety, Owner or Contractor, however accomplished, shall be sufficient compliance as of the date received at the foregoing addresses.

13. Any provision in this Bond conflicting with any statutory or regulatory requirement shall be deemed deleted here from and provisions conforming to such statutory requirement shall be deemed incorporated herein.

14. Definitions

14.1 Balance of Contract Sum: The total amount payable by Owner to Contractor pursuant to the terms of the Construction Contract after all proper adjustments have been made under the Construction Contract, for example, deductions for progress payments made, and increases/decreases for approved Modifications to the Construction Contract.

14.2 Construction Contract: The agreement between Owner and Contractor identified on the signature page of this Bond, including all Contract Documents and changes thereto.

15.C.

Page | 33

14.3 Contractor Default: Material failure of Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Construction Contract, limited to “default” or any other condition allowing a termination for cause as provided in Section 6-7.3 of the Special Provisions).

14.4 Owner Default: Material failure of Owner, which has neither been remedied nor waived, to pay Contractor progress payments due under the Construction Contract or to perform other material terms of the Construction Contract, if such failure is the cause of the asserted Contractor Default and is sufficient to justify Contractor termination of the Construction Contract.

END OF DOCUMENT

15.C.

Page | 34

PAYMENT BOND (LABOR AND MATERIALS)
KNOW ALL PERSONS BY THESE PRESENTS:

1.01 THAT WHEREAS, CITY OF HEMET (Owner) has awarded to Allison Mechanical, Inc. as Principal, dated the 25th day of March, 2025 (the Contract), titled the City of Hemet HVAC Upgrade for Fire Department Administration Building in the amount of $153,500.00, which Contract is by this reference made a part hereof, for the work of the following Contract:

HVAC Upgrade for Fire Department Administration Building

1.02 AND WHEREAS, Principal is required to furnish a bond in connection with the Contract to secure the payment of claims of laborers, mechanics, material suppliers, and other persons as provided by law;

1.03 NOW, THEREFORE, we, the undersigned Principal and
, as Surety, are held and firmly bound unto Owner in the sum of 100% OF THE CONTRACT PRICE ($153,500.00), for which payment well and truly to be made we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

1.04 THE CONDITION OF THIS OBLIGATION IS SUCH, that if Principal, or its executors, administrators, successors, or assigns approved by Owner, or its subcontractors shall fail to pay any of the persons named in California Civil Code Section 9100, or amounts due under the State of California Unemployment Insurance Code with respect to work or labor performed under the Contract, or for any amounts required to be deducted, withheld, and paid over to the State of California Employment Development Department from the wages of employees of Principal and subcontractors pursuant to Section 13020 of the State of California Unemployment Insurance Code with respect to such work and labor, that Surety will pay for the same in an amount not exceeding the sum specified in this bond, plus reasonable attorneys’ fees, otherwise the above obligation shall become and be null and void.

1.05 This bond shall inure to the benefit of any of the persons named in California Civil Code Section 9100, as to give a right of action to such persons or their assigns in any suit brought upon this bond. The intent of this bond is to comply with the California Mechanic’s Lien Law.

1.06 Surety, for value received, hereby expressly agrees that no extension of time, change, modification, alteration, or addition to the undertakings, covenants, terms, conditions, and agreements of the Contract, or to the work to be performed thereunder, shall in any way affect the obligation of this bond; and it does hereby waive notice of any such extension of time, change, modification, alteration, or addition to the undertakings, covenants, terms, conditions, and agreements of the Contract, or to the work to be performed thereunder.

15.C.

Page | 35

1.07 Surety’s obligations hereunder are independent of the obligations of any other surety for the payment of claims of laborers, mechanics, material suppliers, and other persons in connection with Contract; and suit may be brought against Surety and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing Owner’s rights against the other.

1.08 Correspondence or claims relating to this bond shall be sent to Surety at the address set forth below.

IN WITNESS WHEREOF, we have hereunto set our hands this day of , 20___.

CONTRACTOR AS PRINCIPAL SURETY
Company: (Corp. Seal) Company: (Corp. Seal)

Signature Signature

Name Name

Title Title

Street Address Street Address

City, State, Zip Code City, State, Zip Code

END OF DOCUMENT

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Page | 36

EXHIBIT E
CONTRACTOR’S PROPOSAL

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EXHIBIT F

CHANGE ORDERS

15.C.

445 E. Florida Ave., Hemet, Ca 92543 | 951-765-2360 | FAX (951) 765-3878 CONTRACT CHANGE ORDER NO. XX
PROJECT:

CONTRACTOR:

ADDRESS:

The Contractor is hereby directed to make the following described change(s) from the plans and specifications or do the following described work not included in the plans and specifications on this contract.

Extra Work by Agreed Unit Price:

1. Item #1 – Reason for change
Cost of Agreed Upon Unit Price: XX,XXX SF @ T&M = $XXX,XXX.XX TOTAL ESTIMATE FOR THIS CCO:

TOTAL CONTRACT PRICE:
(Including this CCO)
$XXX,XXX.XX
$XXX,XXX.XX
Time for completion of all work under this contract shall increase/(decrease) by XX working days as a result of this change order.

The agreed cost for the specified change(s) shall include all labor, materials, equipment, overhead, and all other goods and services required to implement the change(s), as well as any contract time impacts associated therewith. Payment as provided in this Change Order also includes all charges, direct or indirect, arising out of this additional work including, but not limited to, costs for field overhead, extended home office overhead, delays, disruptions, cumulative impacts, loss of efficiency, acceleration, extended equipment costs, and overtime premium costs and is expressly agreed between the City and the Contractor to be the complete and final cost in connection with the work. The requirements of the specifications, where pertinent and not in conflict with this Change Order, shall apply to these changes. This Change Order is not effective unless signed by the City Manager.

Any compensation paid in conjunction with the terms of a Change Order shall comprise the total compensation due the CONTRACTOR for the work or alteration defined in the Change Order. By signing the Change Order, the CONTRACTOR acknowledges that the stipulated compensation includes payment in full for the work contemplated in the Change Order, as well as payment in full for any and all associated or related claims including, but not limited to, the interruption of schedules, extended field and home office overhead, delays, inefficiencies, acceleration, or any other claim of impact or ripple effect. By its signature, CONTRACTOR specifically and expressly waives any and all claim(s) for additional compensation with respect to any of the work subject to this Change Order and any impacts to the Project.

CONTRACTOR APPROVAL CITY APPROVAL
Accepted
Contractor
Date Recommended for Approval
Assistant City Engineer
Date
Approved
City Manager
Date
Public Works Department – Engineering Division

15.C.

City of Hemet
City Council Meeting

STAFF REPORT
Meeting: City Council Meeting - Mar 25 2025
Department: Police Department
Submitted by: Mark Prestwich, City Manager
Art Paez, Lieutenant;
☐ Receive and File ☒ Consent Calendar ☐ Business Item ☐ Public Hearing TITLE:

A Resolution of the City Council of the City of Hemet, California, Authorizing the Administrative Services Director to Establish Supplemental Appropriations in the Amount of $445,000 for the Purchase of Four Fully Up-fitted Police Vehicles
RECOMMENDED ACTION:

It is respectfully recommended that the City Council:

Adopt a Resolution of the City Council of the City of Hemet, California, Authorizing the Administrative Services Director to Establish Supplemental Appropriations in the Amount of $445,000 for the Purchase of Four Fully Up-fitted Police Vehicles to Replace Four Existing Police Vehicles that are No Longer Serviceable Due to High Mileage and Lack of Available Replacement Parts.

BACKGROUND:

The Hemet Police Department maintains a patrol vehicle fleet that requires periodic replacement due to extensive use, high mileage, and mechanical wear. Four police vehicles in the fleet have exceeded their useful lifespan and are no longer viable for frontline police service. Due to the age of most of these vehicles, replacement parts are becoming increasingly difficult to source, causing operational inefficiencies and potential service disruptions.

The department has identified the need to purchase four fully up-fitted police vehicles to maintain operational efficiency and public safety standards.

15.D.

ANALYSIS:

In accordance with the City of Hemet procurement policy, the proposed purchase would replace the following police vehicles:

Unit Year Make Model Miles Vehicle Identification
Number
#3172 2007 Ford Crown
Victoria 144,000 2FAFP71WX7X114123
#3137 2007 Ford Crown
Victoria 217,000 2FAFP71W97X112198
#3183 2005 Ford Crown
Victoria 158,000 2FAFP71W05X105928
#3045 2013 Ford Crown
Victoria 181,000 1FAHP2MT6DG213116
The requested amount is based on estimated combined dollar amounts of purchasing and up-fitting the four police units. The up-fitting includes decals, computers, paint, emergency equipment, and radios. These essential components ensure that the vehicles are fully operational and meet department standards for law enforcement duties.

The estimated cost breakdown per vehicle is as follows:

Item Cost Per Vehicle Total Cost (4 vehicles)
Base Vehicle Purchase* $58,398.75 $233,595.00
Emergency Equipment & Upfitting* $34,246.00 $136,984.00 Computers (MDC)* $5,320.76 $21,283.05
Harris Radios w/ Install Kit* $10,345.37 $41,381.48
Paint (white doors)* $2,121.55 $8,486.20
Decals* $766.69 $3,066.75
Grand Total $444,796.48
*tax and/or delivery fees included
DISCUSSION:

The replacement of these vehicles is essential for maintaining an effective and reliable police fleet.

Newer vehicles enhance officer safety, reduce maintenance costs, and ensure that the department can continue providing efficient law enforcement services to the community.

Utilizing the Equipment Replacement Fund to purchase these vehicles ensures that the department remains fully equipped to meet operational demands and prevents a negative impact on the existing operating police budget. The selected vehicles align with the department’s standard fleet, ensuring compatibility with existing equipment and operational protocols.

PREVIOUS COUNCIL ACTION:

The City Council has previously authorized the replacement of aging police vehicles through the vehicle replacement fund to maintain an effective and modern fleet. This action is consistent with past approvals and established fleet management practices.

15.D.

STRATEGIC PLAN INTEGRATION:

GOAL ONE: QUALITY OF LIFE:

To ensure that Hemet is safe, clean, attractive and comfortable for all who live, work, and visit.

Objective 3: Increase Public Safety visibility and response.

GOAL FIVE: ORGANIZATIONAL EFFECTIVENESS
To identify the work needed inside the City organization to effectively provide services to the community and ensure financial stability.

Objective 1: Operate in a financially sustainable manner.

FISCAL IMPACT:

The Police Department's current balance in the Equipment Replacement Fund is $1,191,950. Staff is requesting authorization for the Administrative Services Director to establish appropriations in the amount of $445,000 in account 380-3000-5400. This will reduce the Police Department's Equipment Replacement Fund balance to $746,950.

No General Fund appropriations are requested at this time. The purchase and up-fitting of the vehicles will be conducted within the approved allocation.

ALTERNATIVE(S):

1. Deny the request. This would result in the continued use of outdated and unreliable police vehicles, potentially affecting operational efficiency and public safety.

2. Consider alternative funding sources or phased replacement. This may delay the acquisition of necessary vehicles and prolong operational inefficiencies.

ATTACHMENT(S):

Attachment 1 Resolution
Attachment 2 2025 Ford PIU Quote
Attachment 3 Upfit Quote
Attachment 4 Computer Quote
Attachment 5 Radio Quote
Attachment 6 Paint Quote
Attachment 7 Decal Quote

15.D.

CITY OF HEMET RESOLUTION NO. 2025-XXX 1

CITY OF HEMET

HEMET, CALIFORNIA
RESOLUTION NO. 2025-xxx

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF HEMET, CALIFORNIA, AUTHORIZING THE

ADMINISTRATIVE SERVICES DIRECTOR TO ESTABLISH

SUPPLEMENTAL APPROPRIATIONS IN THE AMOUNT
OF $445,000 FOR THE PURCHASE OF FOUR FULLY UPFITTED POLICE VEHICLES The City Council of the City of Hemet, California (hereafter referred to as the “City Council”) does resolve as follows:

WHEREAS, the Hemet Police Department maintains a fleet of patrol vehicles that require periodic replacement due to extensive use, high mileage, and mechanical wear; and
WHEREAS, the department has identified the need to purchase four fully upfitted police vehicles to maintain operational efficiency and public safety standards; and WHEREAS, in accordance with the City of Hemet procurement policy, the proposed purchase would replace the following unserviceable police vehicles:

Unit Year Make Model Miles Vehicle Identification Number #3172 2007 Ford Crown Victoria 144,000 2FAFP71WX7X114123 #3137 2007 Ford Crown Victoria 217,000 2FAFP71W97X112198 #3183 2005 Ford Crown Victoria 158,000 2FAFP71W05X105928 #3045 2013 Ford Crown Victoria 181,000 1FAHP2MT6DG213116

15.D.

CITY OF HEMET RESOLUTION NO. 2025-XXX 1
WHEREAS, the estimated total cost for the purchase and up-fitting of four new police vehicles, including decals, computers, emergency equipment, and radios, is $444,796.48, with the cost breakdown as follows:

Item Cost Per Vehicle Total Cost (4 vehicles)
Base Vehicle Purchase $58,398.75 $233,595.00
Emergency Equipment & Up-fitting $34,246.00 $136,984.00 Computers (MDC) $5,320.76 $21,283.05
Harris Radios w/ Install Kit $10,345.37 $41,381.48
Paint (white doors) $2,121.55 $8,486.20
Decals $766.69 $3,066.75
Grand Total $444,796.48
WHEREAS, the replacement of these vehicles is essential for maintaining an effective and reliable police fleet, enhancing officer safety, reducing maintenance costs, and ensuring continued efficient law enforcement services to the community; and WHEREAS, the Equipment Replacement Fund includes an allocation of $1,191,950 for the Police Department, and the use of $445,000 will allow the department to meet operational demands without negatively impacting the existing operating police budget; and
WHEREAS, the City Council has previously authorized the replacement of aging police vehicles through the vehicle replacement fund to maintain an effective and modern fleet, and this action is consistent with past approvals and established fleet management practices; and
WHEREAS, the City Council finds that the reallocation of funds for these vehicle purchases is in the best interest of public safety and operational efficiency.

15.D.

CITY OF HEMET RESOLUTION NO. 2025-XXX 1

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF HEMET FINDS, DETERMINES, ORDERS AND RESOLVES AS FOLLOWS:

SECTION 1. The recitals set forth above are hereby adopted as findings in support of this Resolution.

SECTION 2. The City Council hereby authorizes the Administrative Services Director to establish supplemental appropriations in the amount of $445,000 in account 380-3000-5400.

SECTION 3. The City Council finds that the purchase of these vehicles is necessary for maintaining law enforcement operations and public safety within the City of Hemet.

SECTION 4. This Resolution shall become effective immediately upon adoption.

15.D.

CITY OF HEMET RESOLUTION NO. 2025-XXX 1
PASSED, APPROVED AND ADOPTED this 25th day of March, 2025. ____________________________
Jackie Peterson, Mayor
ATTEST:
_____________________________
John Paul Maier, City Clerk

15.D.

CITY OF HEMET RESOLUTION NO. 2025-XXX 1
State of California )
County of Riverside )
City of Hemet )
I, John Paul Maier, City Clerk of the City of Hemet, do hereby certify that the foregoing resolution was adopted by the Hemet City Council on the 25th day of March, 2025, and was passed by the following vote:

AYES: Council Members:

NOES: Council Members:

ABSTAIN: Council Members:

ABSENT: Council Members:
_____________________________
John Paul Maier, City Clerk

15.D.

02/19/2024 16:27:02 1
PFVT MOTORS, LLC. QUOTE
9130 W Bell Rd Date 02/19/2025
Peoria AZ 85382 Valid Until 03/19/2025
CLIFF KUJALA Contract
Government Account Team PO
Direct: 623-239-0340 Lead Time IN STOCK
Customer: Invoice Address: Delivery Address:

City of Hemet Same Same
Art Paez
445 East Florida Avenue
Hemet CA 92543
951-765-3795
[email protected]
Description Line Total

POLICE INTERCEPTOR
2025 UTILITY AWD EXTERIOR
119" WHEELBASE AGATE BLACK METALLIC

3.3L TI-VCT V6 ENGINE INTERIOR
10-SPEED AUTO TRANSMISSION EBONY CLOTH FRT/VINYL REAR
($ 49,515.00 )

EXTERIOR
18" H.D.STEEL WHEELS
255/60R18 A/S BSW

POLICE TIRES

CLASS III HITCH RECEIVER

DUAL EXHAUST SYSTEM

DUAL POWER MIRRORS
FULL SIZE 18" SPARE W/TPMS

HEADLAMPS - AUTO, LED

LOW/HIGH INCLUDES FRONT

HOUSING (W/ LED WIG-WAG)

KEY LOCKS (DR/PASS/LFTGT)
PRIVACY GLASS 2ND/3RD ROW

INTERIOR
35/30/35 SPLIT VINYL REAR

A/C W/AUTOMATIC CLIMATE

CONTROL, DUAL ZONE

BLACK VINYL FLOOR COVERING

CERTIFIED SPEEDOMETER

CLOTH BUCKET FRONT SEATS

CONSOLE MOUNTING PLATE

ENGINE HOUR / IDLE METER

HTD SANITIZATION SOLUTION

RED/WHITE TASK LIGHTING

PWR DR/PASS SEAT W/LUMBAR

SEATBACK INTRUSION PLATES

TILT/TELESCOPING STEERING
WHL W/ 4 CONFIGURABLE

LATCHING SWITCHES

UNIVERSAL TOP TRAY

FUNCTIONAL
AM/FM/MP3/BLUETOOTH & USB

COLUMN MOUNTED SHIFTER

ENGINE OIL COOLER

FULL-TIME ALL WHEEL DRIVE
SYSTEM

HEAVY DUTY SUSPENSION
HEAVY-DUTY 80-AMP BATTERY

INTERIOR TRUNK/LIFTGATE

RELEASE
POLICE BRAKES: 4 WHL DISC

W/ ABS & TRACTION CONTROL

POWER STEERING W/EPAS

REAR VIEW CAMERA

TRANSMISSION OIL COOLER
TRANSMISSION-10-SPEED AUTO

SAFETY/SECURITY
75 MPH REAR-CRASH TESTED
ADVANCETRAC™ WITH RSC®

AIRBAGS - FRONT AND SIDE

AIRBAGS - SAFETY CANOPY

SOS POST CRASH ALERT SYS

TIRE PRESSURE MONITOR SYS WARRANTY
3 YR/36K MILE BUMPER-TO-

BUMPER WARRANTY
5 YR/100K MILE POWERTRAIN

CARE EXTENDED SERVICE PLAN
(ZERO DEDUCTIBLE)

INCLUDED ON THIS VEHICLE
EQUIPMENT GROUP 500A

OPTIONAL EQUIPMENT/OTHER
.FM STEREO

3.3L TI-VCT V6 ENGINE - 2,330.00
10-SPEED AUTO TRANSMISSION NO CHARGE
HID PLUNG W/R HNDL INOPERABLE 160.00
50 STATE EMISSIONS NO CHARGE
SPOT LAMP LED DR - WHELEN 420.00
SIDE MARKER LIGHTS SKULL CAPS 340.00
POL WIRE HARNESS CONNECTOR KIT 200.00
.POLICE WIRING KIT REAR
.POLICE WIRING KIT FRONT

REAR DR HNDL AND LOCKS INOPR NO CHARGE

FRONT LICENSE PLATE BRACKET NO CHARGE
OEM OPTIONS ($ 1,210.00)
OEM DESTINATION & DELIVERY ($ 1,595.00)
REKEY TO 1284X ($ 925.00)
Subtotal Per Unit ($ 53,245.00 )
Special Notes and Instructions MSO / ODO ($ -  )
Customer Responsible for registration and sales tax in home state.

Units Quoted
H679-K8A-2025
H680-K8A-2025
H681-K8A-2025
H682-K8A-2025
Trade In ($ -  )
Extended Warranty ($ -  )
Freight ($ 450.00)
Flooring ($ -  )
Sales Tax 0.00% ($ -  )
Tire Tax 5 ($ 5.00)
Total Per Unit less Trade-In ($ 53,700.00 )
Quantity of Units 4
GVWR 0001-8000 Sale Total ($ 214,800.00 )
Above information is not an invoice and only an estimate of services/goods described above. Vaid Until date only covers pricing, not availability. Quote subject to change.

Please confirm your acceptance of this quote by signing this document, and returning your PO.

Signature
Print Name
Date
If you have any questions concerning this quote, contact Cliff Kujala Thank you for your business!
9130 W Bell Road, Peoria AZ 85382
623-239-0340 - [email protected]

15.D.

Section Vendor Part Number Description Current 2025
List
July 2025
Increase July 2025 List HPD % off List QTY Each Total
SoundOff ENNLB01C8B-483
SoundOff nForce NXT 54" Exterior Lightbar for 2025 Ford Utility -Dual Color Corner Modules (R/W driver, B/W Pass.)
-Strobe Pre-Emption Module, Front Facing Center
-California Steady Red Function
-Front Facing Dual Color (R/W driver, B/W Pass.)
-Rear Facing Tri-Color (Red/ Blue/ Amber)
-LED Alley / Scene Lighting
-Rear "brake with Warn" function
-Hook Mount Kit for 2025 Ford Utility
-(QSF054950)
$ 5,760.00 0% $ 5,760.00 55% 1 $ 2,592.00 $ 2,592.00
Priority Green NT-2500 Nano Tube Pre-Emption Power Supply $ 345.00 0% $ 345.00 10% 1 $ 310.50 $ 310.50 SoundOff ENGSA5200RSP 500 Series bluePRINT Siren, Remote Push Button, 200-Watts $ 1,934.00 0% $ 1,934.00 50% 1 $ 967.00 $ 967.00 SoundOff ENGLMK013 bluePRINT Link Micro Module 2025 PIU $ 750.00 0% $ 750.00 50% 1 $ 375.00 $ 375.00 SoundOff ETSS100J5 100 Watt Composite Siren Speaker w/ Univ Bkt, 5-YR Warranty $ 465.00 0% $ 465.00 50% 2 $ 232.50 $ 465.00 SoundOff ENGSYMD01 bluePRINT SYNC Module with Antenna $ 518.00 0% $ 518.00 50% 1 $ 259.00 $ 259.00 Setina BK1526ITU20 PB450-LR4 Push Bumper, SoundOff mPower x4, 2020+ Utility $ 599.00 5% $ 628.95 12% 1 $ 553.48 $ 553.48 SoundOff EMPSCG2STS4D 3-Wire mPower Fascia LED, Stud Mount, 12-LED, Red/White $ 252.00 0% $ 252.00 50% 2 $ 126.00 $ 252.00 SoundOff EMPSCG2STS4E 3-Wire mPower Fascia LED, Stud Mount, 12-LED, Blue/White $ 252.00 0% $ 252.00 50% 2 $ 126.00 $ 252.00 Patrol Power FT-UNV-SOB5-BUM-02 Bumper Harness, bluePRINT 500 w/3-Wire Dual, Universal $ 245.00 0% $ 245.00 20% 1 $ 196.00 $ 196.00 Patrol Power FT-UNV-SOB5-SPK-01 Speaker Harness, SoundOff, Universal (Speakers on push bumper) $ 46.00 0% $ 46.00 20% 1 $ 36.80 $ 36.80 SoundOff ELUC3H010D Universal Under Cover LED Insert, 5-Wire, Red/White $ 171.00 0% $ 171.00 50% 1 $ 85.50 $ 85.50 SoundOff ELUC3H010E Universal Under Cover LED Insert, 5-Wire, Blue/White $ 171.00 0% $ 171.00 50% 1 $ 85.50 $ 85.50 SoundOff PLUCTCL1 Twist-In UC LED Collar Kit $ 7.00 0% $ 7.00 50% 2 $ 3.50 $ 7.00 Notes: Priced with anticipated July price increases from Setina 5% and Troy Products 8%. Pricing valid to July-Dec 2025 Lightbar / Siren Package Push Bumper with Front Lighting Headlight Housing LED's Year / Make / Model 2025 Ford PIU
Trim: Police Package
Color: Black
Agency: Hemet Police Department Date: 2/12/2025
Build Type / Project Name: 2025 Patrol Utility

15.D.

SoundOff EMPSCG2STS4D 3-Wire mPower Fascia LED, Stud Mount, 12-LED, Red/White $ 252.00 0% $ 252.00 50% 1 $ 126.00 $ 126.00 SoundOff EMPSCG2STS4E 3-Wire mPower Fascia LED, Stud Mount, 12-LED, Blue/White $ 252.00 0% $ 252.00 50% 1 $ 126.00 $ 126.00 SoundOff PMP2BKUMB8-D Under Mirror Bracket, mPower/Intersector, 25+ Utility, DRV $ 53.00 0% $ 53.00 50% 1 $ 26.50 $ 26.50 SoundOff PMP2BKUMB8-P Under Mirror Bracket, mPower/Intersector, 25+ Utility, PAS $ 53.00 0% $ 53.00 50% 1 $ 26.50 $ 26.50 Patrol Power FT-UNV-SOB5-3WR-02 bluePRINT 500 w/3-Wire LED Extension Single (Mirror), Universal $ 42.00 0% $ 42.00 20% 2 $ 33.60 $ 67.20 SoundOff EMPSCG2STS4D 3-Wire mPower Fascia LED, Stud Mount, 12-LED, Red/White $ 252.00 0% $ 252.00 50% 1 $ 126.00 $ 126.00 SoundOff EMPSCG2STS4E 3-Wire mPower Fascia LED, Stud Mount, 12-LED, Blue/White $ 252.00 0% $ 252.00 50% 1 $ 126.00 $ 126.00 SoundOff PMP2WSSSB 4" mPower 25-90 degree Glass Mount/Shroud, Black $ 28.00 0% $ 28.00 50% 2 $ 14.00 $ 28.00 Patrol Power FT-UNV-SOB5-3WR-03 bluePRINT 500 w/3-Wire LED Extension Single, Universal $ 55.00 0% $ 55.00 20% 2 $ 44.00 $ 88.00 SoundOff EMPSCG2QMS5RBW 3-Wire mPower Fascia LED, Quick Mnt, 18-LED, Red/Blue/White $ 280.00 0% $ 280.00 50% 2 $ 140.00 $ 280.00 SoundOff EMPSCG1SLS3J 3-Wire mPower 3" Fascia LED, Stud Mnt, 8-LED, Red/Blue $ 226.00 0% $ 226.00 50% 2 $ 113.00 $ 226.00 Patrol Power FT-F01-SOB5-LFT-01 Liftgate Harness, bluePRINT 500 w/3-Wire, 20+ Utility $ 345.00 0% $ 345.00 20% 1 $ 276.00 $ 276.00 SoundOff ELUC3H010B Universal Under Cover LED Insert, 5-Wire, Blue $ 171.00 0% $ 171.00 50% 2 $ 85.50 $ 171.00 SoundOff PLUCTCL1 Twist-In UC LED Collar Kit $ 7.00 0% $ 7.00 50% 2 $ 3.50 $ 7.00 Note:
0%
$ - $ -
Patrol Power FT-F06-SOB5-OEM-1 2025 PIU Taillight Flash Diode Pack $ 265.00 0% $ 265.00 20% 1 $ 212.00 $ 212.00 SoundOff EMPSCG2STS5RBW 3-Wire mPower Fascia LED, Stud Mount, 18-LED, Red/Blue/White $ 280.00 0% $ 280.00 50% 2 $ 140.00 $ 280.00 SoundOff PMP2RS101 Under Spoiler mPower Bracket, 1-Module, 2020 Utility $ 161.00 0% $ 161.00 50% 1 $ 80.50 $ 80.50 Patrol Power FT-F01-SOB5-SPO-02 2-Mod Spoiler Harness, bluePRINT 500 w/3-Wire, 20+ Utility $ 168.00 0% $ 168.00 20% 1 $ 134.40 $ 134.40 Patrol Power FT-F06-SOB5-PRI-01 Primary Harness, bluePRINT 500 w/3-Wire, 2025 Utility $ 3,135.00 0% $ 3,135.00 20% 1 $ 2,508.00 $ 2,508.00 Patrol Power FT-F01-SOB5-UND-02 Underhood Harness, bluePRINT 500 w/3-Wire, 20+ Utility $ 555.00 0% $ 555.00 20% 1 $ 444.00 $ 444.00 Patrol Power LIN-GUARD LIN Guard Module Only $ 355.00 0% $ 355.00 20% 1 $ 284.00 $ 284.00 Patrol Power PIU20-EQUIP-KIT1 Electronics Mounting Plate SOS, DRV 1/4 Panel, 20+ Utility $ 147.00 0% $ 147.00 20% 1 $ 117.60 $ 117.60 AEP B00FSYBKPM Panel Mount USB-B Extension Cable, Panle Mount, 3' $ 18.00 0% $ 18.00 5% 1 $ 17.10 $ 17.10 AEP B07PPLK8L4 RJ45 Splitter, 1-Male to 3-Female, Use for BP SYNC/LINK/CP $ 26.00 0% $ 26.00 5% 1 $ 24.70 $ 24.70 Linemaster 491-SC36MP Compact Foot Switch w/ Mounting Plate $ 109.30 0% $ 109.30 20% 1 $ 87.44 $ 87.44 Electrical System
FasTech Harness/ Rear 1/4
Window LED's
Rear
License
Gate Open
Plate and
LED's
Tail
LED's
Light
Head
Tailight
Flash
Activate OEM headlight (Wig/Wag) with ground activation from siren controller (Level 3 in drive) Tail lights will flash via bluePRINT system and flash in coordination with all other warning lights.

Under Spoiler
LED's Under Mirror LED's

15.D.

Patrol Power COVP-F06-KIT Covert Patrol Black-Out / Tail Light Flasher Kit, 2025 PIU w/ FT $ 697.50 0% $ 697.50 20% 1 $ 558.00 $ 558.00 Note:
0%
$ - $ -
Gamber Johnson 7170-0735-00 2020+ Ford Utility Short Console, w/ Cup Holder, 10"/4.5" $ 719.00 0% $ 719.00 30% 1 $ 503.30 $ 503.30 Gamber Johnson 15130 Blank Faceplate, 3/4" $ 11.00 0% $ 11.00 100% 2 $ - $ - Gamber Johnson 7160-0523 Console Faceplate, Harris M7300 Remote Radio, 3" $ 48.00 0% $ 48.00 100% 1 $ - $ - Gamber Johnson 20033 Console Faceplate, SoundOff 500 Remote Siren, 3.5" $ 28.00 0% $ 28.00 100% 1 $ - $ - Gamber Johnson 15083 Six Rocker Switch Faceplate (Knockout), 2" $ 36.00 0% $ 36.00 100% 1 $ - $ - Havis C-ARM-104 Arm Rest, Adjustable $ 225.00 0% $ 225.00 20% 1 $ 180.00 $ 180.00 Innovative MMBP-25 Magnetic Microphone Mount $ 39.95 0% $ 39.95 5% 2 $ 37.95 $ 75.91 AEP 11010 DC Power Port $ 6.00 0% $ 6.00 10% 1 $ 5.40 $ 5.40 AEP 11011 DC Power Port Cap $ 2.00 0% $ 2.00 10% 1 $ 1.80 $ 1.80 AEP B08DD4BH6G USB C & USB A Dual Port Car Charger Socket Power Outlet $ 26.00 0% $ 26.00 10% 1 $ 23.40 $ 23.40 Maxxima M84434RW-A 6" Interior LED Dual Color Red/White Dome Light $ 82.00 0% $ 82.00 20% 1 $ 65.60 $ 65.60 Gamber Johnson 7300-0196-12 Panasonic CF-33 TrimLine Tablet Lite Docking Station DUAL RF w/ Power Supply $ 2,056.00 0% $ 2,056.00 35% 1 $ 1,336.40 $ 1,336.40 Getac GDKBU9 Getac Rugged Keyboard, 3-Yeay B2B Warranty $ 299.00 0% $ 299.00 0% 1 $ 299.00 $ 299.00 Gamber Johnson 7160-1973-01 On-Dash Mount w/ 3" Ext Arm, 2025+ Ford Utility $ 530.00 0% $ 530.00 30% 1 $ 371.00 $ 371.00 Patrol Power GBDOCKREVMNT Offset Bracket $ 65.00 0% $ 65.00 20% 1 $ 52.00 $ 52.00 Gamber Johnson 7160-1216-09 Mongoose XLE 9" Motion Attachment $ 602.00 0% $ 602.00 30% 1 $ 421.40 $ 421.40 Gamber Johnson 7160-0857 Keyboard Tray, Low Profile, Quick Release $ 220.00 0% $ 220.00 30% 1 $ 154.00 $ 154.00 Panorama GP-IN2756 GPSB5G Sharkee Antenna kit, Cell w/ TNC, GPS w/TNC (Opt Whip) $ 221.72 0% $ 221.72 5% 1 $ 210.63 $ 210.63 Panorama ASFC-155-U2-B1 Tri-Band Antenna Mast, 150-160, 450-520, 745-870Mhz $ 81.14 0% $ 81.14 5% 1 $ 77.08 $ 77.08 Panorama C23F-5T Radio Antenna Extension Cable, 16', TNC $ 25.78 0% $ 25.78 5% 1 $ 24.49 $ 24.49 Patrol Power PIU20-RADIO-001 Radio T/R Mounting Bracket, OEM Cubby Pocket, 20+ Utility $ 54.50 0% $ 54.50 20% 1 $ 43.60 $ 43.60 AEP GM-65/8 Radio Speaker, 5-1/4" 8 Ohm, Sealed Back w/ Grille $ 22.00 0% $ 22.00 20% 1 $ 17.60 $ 17.60 Patrol Power HDLN-SPK-KIT Radio Speaker Headliner Mounting Kit w/ Wire Pigtail Mounts GM-65/8 in headliner with backer ring, plug-n-play to FasTech/ Motorola $ 65.00 0%
$ 65.00 20% 1 $ 52.00 $ 52.00
Radio Install / Prep Covert Patrol (Black-Out)
Black-Out safety Features include:
-Auto deactivation at speeds above 20 MPH (Enable brake lights) -Alert tone when in black-out mode
-Reset brake lights when shifted into park
-Circuitry to avoid lamp shutoff / dash warnings (Relays are NOT accecptable) Center Equipment Console Computer Mount (CF33 Tablet w/ Key Board) Radio / Data Antenna

15.D.

Setina PK1186ITU20-TM 10XL C2 Partition, Recessed, Poly Sliding, TM, 2020 Utility $ 1,099.00 5% $ 1,153.95 12% 1 $ 1,015.48 $ 1,015.48 Setina QK0566ITU20 Transport Seat w/Poly Partition, Center Belts, 2020 Utility $ 1,649.00 5% $ 1,731.45 12% 1 $ 1,523.68 $ 1,523.68 Setina WK0514ITU20H Window Barriers, Steel Horizontal Bars, 2020 Utility $ 329.00 5% $ 345.45 12% 1 $ 304.00 $ 304.00 TecNiq E06-LS0R-1 Silho-X 4” Round Neutral White/Red Light SS Trim Ring $ 41.12 0% $ 41.12 10% 2 $ 37.01 $ 74.02 AEP AEP-SW-DOME3 Switch, Rear Dome Light, Color Select, On-On (Red-White) $ 19.68 0% $ 19.68 10% 1 $ 17.71 $ 17.71 AEP AEP-SW-DOME1 Switch, Rear Dome Light, On-Off-On (On-Door-Off) $ 18.68 0% $ 18.68 10% 1 $ 16.81 $ 16.81 Patrol Power GRPXXX6B6X238 Gun Rack, Dual, Partition Mount, SC6-B/SC-6, #2 (UPR / 40mm Launcher) $ 908.00 0% $ 908.00 20% 1 $ 726.40 $ 726.40 Patrol Power GUNMARTDPGRDBOM AR-15 Takedown Pin Guard $ 242.00 0% $ 242.00 20% 1 $ 193.60 $ 193.60 Troy Products CP-GB44248-T3 Gun / Storage Box, 44Wx24Dx8H w/ Top Fence, 2 Locking Handles $ 1,653.00 8% $ 1,785.24 12% 1 $ 1,571.01 $ 1,571.01 Troy Products CP-UV20-MNT-EB Elevated Bun Box Base, 2020+ Ford Utility $ 356.00 8% $ 384.48 12% 1 $ 338.34 $ 338.34 K4 13-100 Toggle Switch, Off-On, SPST.. $ 12.00 0% $ 12.00 15% 1 $ 10.20 $ 10.20 AEP AEP-LABEL-CARGO-DOME Switch Label Plaque, "Cargo Dome, Door-Off" $ 10.00 0% $ 10.00 15% 1 $ 8.50 $ 8.50 Maxxima M84434RW-A 6" Interior 24 All LED Dual Color Red/White Dome Light $ 82.00 0% $ 82.00 20% 1 $ 65.60 $ 65.60 Stop Stick S3701K 9' Stop Stick, SUV Kit, Black $ 606.00 0% $ 606.00 0% 1 $ 606.00 $ 606.00 Stop Stick S2433 Stop Stick Holster $ 258.00 0% $ 258.00 0% 1 $ 258.00 $ 258.00 Angel Armor 01-00358 Angel Armor Ballistic Door Panel, Level III+, 2020+ PIU Front Driver $ 3,412.00 0% $ 3,412.00 59% 1 $ 1,399.00 $ 1,399.00 Angel Armor 01-00359 Angel Armor Ballistic Door Panel, Level III+, 2020+ PIU Front Passenger $ 3,412.00 0% $ 3,412.00 59% 1 $ 1,399.00 $ 1,399.00 $ 26,326.67
$ 150.00

8.7500% $ 2,739.33
$ 200.00
$ -
Return to Customer
$ 34,246.00
$ 4,830.00
Tax on Parts and Labor (Hemet)
Freight/ Shipping
Vehicle Transport
Seat / OEM Disposal Fee
Grand Total
Customer Supplied Material (CSM) / Notes Parts Total
>>Agency to provide Harris remote hear radio kits
>>Agency to provide Axon Vehicle Signal Interface
>New vehicles to be delivered to AEP
Shop Supplies (SHOP90006)
Installation Labor (Hours x Rate)
Standard Shop Labor Rate $105 / Hr 46 $ 105.00
Prisoner Transport Rack
Gun
Cargo Storage Stop Stick
Ballistic
Door
Panels

15.D.

Telephone: 800-373-5353
CDCE, Inc.
22641 Old Canal Road
Yorba Linda, CA 92887
City of Hemet Police Department
Vendor#83979
450 E. Latham Ave.

Hemet, CA 92543-4209
United States
City of Hemet Police Department
450 E. Latham Ave.

Hemet, CA 92543
United States
Sales Quote
123307-A
Customer No. CIHEMETPD
Sales Quote No.

Ship ToBill To
Contact:

Telephone: Telephone:

Contact:
951-765-2343
Accounts Payable
951-765-3727
Art Paez
Payment Method
Customer PO NumberF.O.B.Ship Via
Net 30
Drop Ship Destination
Entered By Ordered BySalesperson
Art PaezShane WilliamsCrystal Beach
Order
Qty
Extended
Price
Unit
Price Part # Description
Quote Date
02/13/25
E-mail: E-mail: [email protected] [email protected]
Line
Item
4 19,372.00 CF-33YA-04BM91D229A05A Panasonic Toughbook CF-33 (see details below)1 4,843.00 BSKU,
Win11 Pro,
Intel Core i5-1345U vPro (up to 4.7GHz),
AMT,

12.0in QHD Gloved Multi Touch+Digitizer,
16GB,
Intel Iris Xe,
512GB OPAL SSD,
Intel Wi-Fi 6E,
Bluetooth,
4G EM7595,
GPS,
COM Splitter,
Dual Pass (Ch1:WWAN/Ch2:GPS),
Mic and Infrared 2MP Webcam,
8MP Rear Camera,
Contactless SmartCard,
Barcode,
Standard Batteries (2),
TPM 2.0,
Flat,
FZ-SVCTPNF3YR - 3 Year Protection Plus Warranty,
FZ-SVC512SSD3Y - 3 Year No Return of Defective Drive,
CF-SVCPDEP3Y - 3 Year Premier Deployment,
FZ-SVCFESGEN10 - Field Engineering Support
4 16.004.00FEE-10000195265391EF Recycle Fee for Monitors 4"-15"2 02/10/25
04:27:45 PM
Page No.

Print Time
Print Date
Continued on Next Page
95265391EF

Printed by Hubmate User: Cbeach

15.D.

Telephone: 800-373-5353
CDCE, Inc.
22641 Old Canal Road
Yorba Linda, CA 92887
City of Hemet Police Department
Vendor#83979
450 E. Latham Ave.

Hemet, CA 92543-4209
United States
City of Hemet Police Department
450 E. Latham Ave.

Hemet, CA 92543
United States
Sales Quote
123307-A
Customer No. CIHEMETPD
Sales Quote No.

Ship ToBill To
Contact:

Telephone: Telephone:

Contact:
951-765-2343
Accounts Payable
951-765-3727
Art Paez
Payment Method
Customer PO NumberF.O.B.Ship Via
Net 30
Drop Ship Destination
Entered By Ordered BySalesperson
Art PaezShane WilliamsCrystal Beach
Order
Qty
Extended
Price
Unit
Price Part # Description
Quote Date
02/13/25
E-mail: E-mail: [email protected] [email protected]
Line
Item
Estimated Delivery Date: 90 days ARO.

Panasonc Warranty Contact:

Scott Underwood
[email protected]
951-765-3765
Panasonic NASPO Valuepoint Contract#
Master Agreement: MA23019
California Participating Addendum Number 7-23-70-55-10
Expiration date: 06/30/25
Purchase orders must include the following:

CDCE Quote#
All part numbers
Part Descriptions
Quantities and price
Sales Tax & Freight
Bill to/Ship To
Payment Terms
***This quote is valid for 30 days from the stated Quote Date*** 02/10/25
04:27:45 PM
Page No.

Print Time
Print Date
Order Total

8.750 % Sales Tax
Freight
Subtotal
21,283.05
1,695.05
200.00
19,388.00
95265391EF

Printed by Hubmate User: Cbeach

15.D.

Proposal #255880
Date: 2/12/2025
Valid To: 3/14/2025
Prepaired By: C. A. "Ski" Zwarkowski Office: 760 243 2332 Email [email protected] Fax: 760 243 0886
Company:

Requested By:

Phone:

Email:

Quantity Item Number Description List Each Total
L3/HARRIS XL-200 MOBILE RADIO
4 XZ-MPM1M L3/HARRIS XL-200 Mobile Radio $ 4,275.00 $ 3,163.50 $ 12,654.00 4 XZ-Y3EWP Extended 3 Year Warranty (Non-Discountable) $ 200.00 $ 200.00 $ 800.00 4 XZ-PL4J FEATURE: VHF Band $ 600.00 $ 444.00 $ 1,776.00 4 XZ-PL4K FEATURE: UHF Band $ 600.00 $ 444.00 $ 1,776.00 4 XZ-PL4L FEATURE: 700/800 MHz Band $ 600.00 $ 444.00 $ 1,776.00 4 XZ-PL4F FEATURE: P25 Phase II TDMA $ 275.00 $ 203.50 $ 814.00 4 XZ-PL5L FEATURE: OTAR ( Over-the-Air-Re-Keying) $ 700.00 $ 518.00 $ 2,072.00 4 XZ-PL5K FEATURE: OTAP (Over-the-Air-Programming) $ 395.00 $ 292.30 $ 1,169.20 4 XZ-PKG8F FEATURE: 256-AES - 64 DES Encryption $ 785.00 $ 580.90 $ 2,323.60 4 XZ-PKGPT FEATURE: P25 Trunking $ 1,800.00 $ 1,332.00 $ 5,328.00 4 XZ-MA4A Mounting Kit - Universal $ 495.00 $ 366.30 $ 1,465.20 4 XZ-MC6A Microphone - Standard Mobile $ 105.00 $ 77.70 $ 310.80 4 XZ-CP6A Control Unit $ 1,850.00 $ 1,369.00 $ 5,476.00 Equipment: $ 37,740.80
Hi-Desert Communications Sales Tax: $ 3,302.32
17181 Jasmine Street Labor: $ -
Victorville, CA 92395 Travel: $ -
Quote is valid for 30 days after creation. Programming: $ 120.00 Shipping: $ 218.36
PRICING ON THIS PROPOSAL IS IAW THE CURRENT Total: $ 41,381.48

NASPO AND HGAC CONTRACTS
Hemet Police Department
LT Art Paez
[email protected]
951-765-3795

15.D.

15.D.

JIM MC COMAS AUTO BODY REPAIR Workfile ID:

PartsShare:

Federal ID:

State ID:

Resale Number:

State EPA:

BAR:
a96fe9bd
20-5695108
100-852811
359602
AF125928
200 S GILBERT ST, HEMET, CA 92543
Phone: (951) 658-2538
FAX: (951) 658-8278
Estimate
RO Number:

Customer: Insurance: Adjuster: Estimator: MORGAN
CITY OF HEMET Phone: Create Date: 2/13/2025
Claim:

Loss Date:

Deductible:
2025 FORD Police Interceptor Utility Vehicle AWD (Fleet) 4D UTV 6-3.0L Turbocharged Gasoline Gasoline Direct Injection VIN: Interior Color: Mileage In: Vehicle Out:

License: Exterior Color: Mileage Out:

State: Production Date: Condition: Job #:

Line Ver Operation Description Qty Extended
Price $
Part
Type
Labor Type Paint
1 E01 FRONT DOOR
2 E01 Remove/Install RT Belt molding 0.3 Body
3 E01 Remove/Install LT Belt molding 0.3 Body
4 E01 Remove/Install RT Mirror outside Interceptor, w/o strobe lamps

0.3 Body
5 E01 Remove/Install LT Mirror outside Interceptor, w/o strobe lamps

0.3 Body
6 E01 Remove/Install RT Handle, outside INTERCEPTOR 0.4 Body 7 E01 Remove/Install LT Handle, outside INTERCEPTOR 0.4 Body 8 E01 Repair RT Door shell 1.0 Body 2.4
9 E01 Add for Clear Coat 1.0
10 E01 Repair LT Door shell 1.0 Body 2.4
11 E01 Overlap Major Non-Adj. Panel (0.2)
12 E01 Add for Clear Coat 0.4
13 E01 REAR DOOR
14 E01 Repair RT Door assy 1.0 Body 2.5
15 E01 Overlap Major Adj. Panel (0.4)
16 E01 Add for Clear Coat 0.4
17 E01 Remove/Install RT Belt molding 0.3 Body
18 E01 Remove/Install LT Belt molding 0.3 Body
19 E01 Remove/Install RT Upper w'strip 0.3 Body
20 E01 Remove/Install LT Upper w'strip 0.3 Body
21 E01 Remove/Install RT Handle, outside INTERCEPTOR 0.4 Body 22 E01 Remove/Install LT Handle, outside INTERCEPTOR 0.4 Body 23 E01 Repair LT Door assy 1.0 Body 2.5
24 E01 Overlap Major Adj. Panel (0.4)
25 E01 Add for Clear Coat 0.4
26 E01 COLOR MATCH 1.0 Body
T = Taxable Item, RPD = Related Prior Damage, AA = Appearance Allowance, UPD = Unrelated Prior Damage, PDR = Paintless Dent Repair, A/M = Aftermarket, Rechr = Rechromed, Reman = Remanufactured, OEM = New Original Equipment Manufacturer, Recor = Re-cored, RECOND = Reconditioned, LKQ = Like Kind Quality or Used, Diag = Diagnostic, Elec = Electrical, Mech = Mechanical, Ref = Refinish, Struc = Structural
2/13/2025 2:38:41 PM Page 1
8pFP5T

15.D.

Estimate
RO Number:
2025 FORD Police Interceptor Utility Vehicle AWD (Fleet) 4D UTV 6-3.0L Turbocharged Gasoline Gasoline Direct Injection 27 E01 NIB & BUFF 1.5 Body
28 E01 COVER CAR FOR PRIMER 1 10.00T Other 0.5 Body
29 E01 HAZARDOUS WASTE 1 5.00 Other
Estimate Totals Discount $ Markup $ Rate $ Total Hours Total $ Labor, Body 62.00 11.0 682.00
Labor, Refinish 62.00 11.0 682.00
Material, Paint 62.00 11.0 682.00
Miscellaneous 15.00
Subtotal 2,061.00
Sales Tax 60.55
Grand Total 2,121.55
Net Total 2,121.55
Estimate Version Total $
Original 2,121.55
Insurance Total $: 0.00
Received from Insurance $: 0.00
Balance due from Insurance $: 0.00
Customer Total $: 2,121.55
Received from Customer $: 0.00
Balance due from Customer $: 2,121.55
T = Taxable Item, RPD = Related Prior Damage, AA = Appearance Allowance, UPD = Unrelated Prior Damage, PDR = Paintless Dent Repair, A/M = Aftermarket, Rechr = Rechromed, Reman = Remanufactured, OEM = New Original Equipment Manufacturer, Recor = Re-cored, RECOND = Reconditioned, LKQ = Like Kind Quality or Used, Diag = Diagnostic, Elec = Electrical, Mech = Mechanical, Ref = Refinish, Struc = Structural
2/13/2025 2:38:41 PM Page 2

15.D.

ESTIMATE
Services qty unit price amount
VEHICLE DECAL PRINT AND INSTALLATION 4.0 $725.00 $2,900.00

YEAR/MAKE/MODEL TO BE DETERMINED

HIGH PERFORMANCE VINYL SPOT GRAPHICS AS PER IMAGES AND DETAILS PROVIDED BELOW:

EACH SIDE OF THE VEHICLE: NON-REFLECTIVE MATERIAL
Flag
Hemet Police
Committed
Vehicle numbers
Small black stripe
Large side stripe
REAR SECTION OF VEHICLE: NON-REFLECTIVE MATERIAL
Hemet Police
Measure U decal
Vehicle numbers. Website
ROOF: REFLECTIVE
Vehicle numbers
Allen Auto Glass, Tint & Dungeon Wraps &
Promo

CITY OF HEMET

CITY OF HEMET
445 E Florida Ave
Hemet, CA 92543
(951) 765-2478
[email protected]

SERVICE ADDRESS

HEMET POLICE DEPARTMENT
450 E Latham Ave
Hemet, CA 92543

CONTACT US
125 N Yale St
Hemet, CA 92544
(951) 652-0500
[email protected]
ESTIMATE #571
ESTIMATE DATE Feb 11, 2025
TOTAL $3,066.75
Allen Auto Glass, Tint & Dungeon Wraps &
Promo ARD300138
http://allenautoglass1.com/ 1 of 7

15.D.

Subtotal $2,900.00

SUPPORTING OUR

LOCAL PD
- $80.00
Tax (CA Sales Tax

8.75%) $246.75
Total $3,066.75
Thank you for choosing Allen Auto Glass & tint and Dungeon Wraps. We appreciate your business! We would love if your could leave us a review, Click here: https://g.page/r/CQ4ulFoUYeCtEB0/review All Warranty jobs must be returned to Allen Auto Glass/Dungeon Wraps for repairs or adjustments Allen Auto Glass/Dungeon Wraps are not responsible for pre-existing damage or worn parts that could cause breakage in area's in which work is being performed. All prices are subject to change! BAR# ARD 300138 Allen Auto Glass, Tint & Dungeon Wraps &
Promo ARD300138
http://allenautoglass1.com/ 2 of 7

15.D.

Allen Auto Glass, Tint & Dungeon Wraps &
Promo ARD300138
http://allenautoglass1.com/ 3 of 7

15.D.

Allen Auto Glass, Tint & Dungeon Wraps &
Promo ARD300138
http://allenautoglass1.com/ 4 of 7

15.D.

Allen Auto Glass, Tint & Dungeon Wraps &
Promo ARD300138
http://allenautoglass1.com/ 5 of 7

15.D.

Allen Auto Glass, Tint & Dungeon Wraps &
Promo ARD300138
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15.D.

Allen Auto Glass, Tint & Dungeon Wraps &
Promo ARD300138
http://allenautoglass1.com/ 7 of 7

15.D.

City of Hemet
City Council Meeting

STAFF REPORT
Meeting: City Council Meeting - Mar 25 2025
Department: Public Works
Submitted by: Mark Prestwich, City Manager
Noah Rau, Public Works Director/City Engineer;
☐ Receive and File ☒ Consent Calendar ☐ Business Item ☐ Public Hearing TITLE:

A Resolution of the City Council of the City of Hemet, California, Approving a Landscape Maintenance Agreement within a State of California Highway Right of Way, Located on State Route 74 within the City of Hemet Related to the Holiday Inn Development (CUP 19-015), in the Final Form and Format as Approved by the City Attorney, and Authorize the Mayor and City Manager to Take all Actions Necessary to Implement the Agreement
RECOMMENDED ACTION:

It is respectfully recommended that the City Council:

Adopt a Resolution of the City Council of the City of Hemet, California, Approving a Landscape Maintenance Agreement within a State of California Highway Right of Way, Located on State Route 74 within the City of Hemet Related to the Holiday Inn Development (CUP 19-015), in the Final Form and Format as Approved by the City Attorney, and Authorize the Mayor and City Manager to Take all Actions Necessary to Implement the Agreement.

BACKGROUND:

Holiday Inn or CUP 19-015 is a private hotel development proposed at 3850 West Florida Avenue.

Florida Avenue is a Caltrans right of way, also known as State Highway 74. The City of Hemet Public Works Engineering Division, along with input from the Planning Department, has reviewed and approved a landscape plan for the public right of way along Florida Avenue that will be maintained by an existing City of Hemet Lighting and Landscape Maintenance District (L&LMD). Since the Florida Avenue right of way belongs to the State of California, an agreement is necessary between the City of Hemet and the State of California Department of Transportation (Caltrans) such that the landscape will be maintained by the City through the L&LMD.

The City Council approved the Holiday Inn assessment district formation (L&LMD No. 113) at a public hearing held on January 10, 2023. Since the project has not yet constructed improvements, assessments have not yet been levied.

ANALYSIS:

15.E.

The developer for Holiday Inn (The SS & JS Patel Family Trust) has requested the City of Hemet to enter into the Landscape Maintenance Agreement with Caltrans for the maintenance along Florida Avenue. The public right of way along Florida Avenue is divided between the City of Hemet and the State of California (as can be seen in Exhibit A).

When the Holiday Inn private development is complete, the City of Hemet will be responsible for the landscape maintenance within the public right of way fronting this project (City-owned or State of California-owned). This development project has formed an L&LMD such that the City can assess the property for maintenance costs. The maintenance will be completed by landscape maintenance contractors selected by the City as part of the overall L&LMD maintenance program. Since Caltrans does not perform landscape maintenance related to developments, such as Holiday Inn, the LMA is established to ensure that the City will provide the ongoing maintenance, particularly, within the State of California right of way.

The key terms of the proposed agreement include the following:

The City of Hemet agrees to:
 Maintain landscaping areas defined by Exhibit A
 Secure encroachment permit prior to conducting maintenance within State right of way The State of California agrees to:
 Notify the City if unsatisfactory conditions exist.
 Issue encroachment permits to the City contractor and to the City for maintenance activities at no cost to the City
Exhibit “A” is a plan map depicting the area of City maintenance responsibility once the improvements are constructed by the developer.

DISCUSSION:

The City of Hemet Public Works Department is responsible for landscape maintenance for various developments within the City through existing Lighting and Landscape Maintenance Districts (L&LMD), which are funded by property owners through special taxes levied through property taxes.

As some landscape maintenance areas fall within the right of way of other entities, items such as landscape maintenance agreements with said entities may be required.

PREVIOUS COUNCIL ACTION:

The City Council previously approved Conditional Use Permit 19-015 and Site Development Review 19-012 for the Holiday Inn Express & Suites project on January 18th, 2022.

The City Council previously approved the formations of Hemet Landscape Maintenance District No. 113 for Landscape and Streetlight Maintenance on January 10th, 2023.

STRATEGIC PLAN INTEGRATION:

15.E.

GOAL ONE: QUALITY OF LIFE:

To ensure that Hemet is safe, clean, attractive and comfortable for all who live, work, and visit.

Objective 1: Enhance the visual appearance of the community to make it attractive and reduce blight.

Objective 2: Explore and implement homelessness solutions for the City of Hemet.

Objective 3: Increase Public Safety visibility and response.

GOAL FOUR: PARTNERSHIP & COLLABORATION
To pursue partnerships that will increase the opportunities available to the community, including our businesses, unemployed, and youth populations.

Objective 1: Develop concepts and programs to increase opportunities for youth recreation.

Objective 2: Develop concepts and programs to enhance the quality of life services.

Objective 3: Develop programs to offer support to the community's businesses FISCAL IMPACT:

There is no fiscal impact to the City of Hemet with the approval of this agreement since the maintenance activities are accounted for within the L&LMD for this development.

ALTERNATIVE(S):

1. Do not approve the landscape maintenance agreement with Caltrans for the Holiday Inn project.

2. Provide alternate direction to the City Manager.

ATTACHMENT(S):

Attachment 1 - Holiday Inn LMA Resolution
Attachment 2 - TR-08-3-EA05 LMA City of Hemet 2 6 25
Attachment 3 - CUP 19-015 Landscape Maintenance Exhibit

15.E.

CITY OF HEMET RESOLUTION NO. 2025-XXX 1
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CITY OF HEMET

HEMET, CALIFORNIA
RESOLUTION NO. 2025-xxx

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF HEMET, CALIFORNIA, APPROVING A LANDSCAPE

MAINTENANCE AGREEMENT WITHIN A STATE OF

CALIFORNIA HIGHWAY RIGHT OF WAY, LOCATED ON
STATE ROUTE 74 WITHIN THE CITY OF HEMET

RELATED TO THE HOLIDAY INN DEVELOPMENT (CUP
19-015), IN THE FINAL FORM AND FORMAT AS

APPROVED BY THE CITY ATTORNEY, AND AUTHORIZE

THE MAYOR AND CITY MANAGER TO TAKE ALL

ACTIONS NECESSARY TO IMPLEMENT THE

AGREEMENT
The City Council of the City of Hemet, California (hereafter referred to as the “City Council”) does resolve as follows:

WHEREAS, the City of Hemet Public Works Department is responsible for landscape maintenance for various developments within the City through existing Lighting and Landscape Maintenance Districts (L&LMD), which are funded by property owners through special taxes levied through property taxes; and WHEREAS, the State of California acting by and through the Department of Transportation (Caltrans) maintain right of way along State Route 74; and WHEREAS, the proposed Holiday Inn development (CUP 19-015) is located on 3850 West Florida Avenue and is required to provide landscaping along the project frontage of Florida Avenue/SR-74; and

15.E.

CITY OF HEMET RESOLUTION NO. 2025-XXX 2
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WHEREAS, the Landscape Maintenance Agreement establishes the responsibilities of both the City of Hemet and Caltrans regarding the maintenance of the landscaping along Florida Avenue/SR-74 fronting the Holiday Inn development; and WHEREAS, staff recommends that the City Council approve the Landscape Maintenance Agreement by and between the City of Hemet and the State of California for maintenance of landscaping within State Route 74 associated with the Holiday Inn development; and
WHEREAS, staff recommends the City Council Authorize the Mayor and City Manager to take all actions necessary to implement the agreement; and.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF HEMET FINDS, DETERMINES, ORDERS AND RESOLVES AS FOLLOWS:

SECTION 1. FINDINGS - The recitals set forth above are hereby adopted as findings in support of this Resolution.

SECTION 2. APPROVAL - The Landscape Maintenance Agreement by and between the City of Hemet and the State of California for maintenance of landscaping within State Route 74 associated with the Holiday Inn development is approved.

SECTION 3. AUTHORIZATION - The Mayor and City Manager are authorized to take all actions necessary to implement the agreement.

SECTION 4. EFFECTIVE DATE - This Resolution shall become effective upon adoption.

15.E.

CITY OF HEMET RESOLUTION NO. 2025-XXX 3
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PASSED, APPROVED AND ADOPTED this 25th day of March, 2025. ____________________________
Jackie Peterson, Mayor
ATTEST:
_____________________________
John Paul Maier, City Clerk

15.E.

CITY OF HEMET RESOLUTION NO. 2025-XXX 4
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State of California )
County of Riverside )
City of Hemet )
I, John Paul Maier, City Clerk of the City of Hemet, do hereby certify that the foregoing resolution was adopted by the Hemet City Council on the 25th day of March, 2025, and was passed by the following vote:

AYES: Council Members:

NOES: Council Members:

ABSTAIN: Council Members:

ABSENT: Council Members:
_____________________________
John Paul Maier, City Clerk

15.E.

1 LANDSCAPE MAINTENANCE AGREEMENT
WITH THE CITY OF Hemet
THIS AGREEMENT is made effective this ______ day of ____________, 20__, by and between the State of California, acting by and through the Department of Transportation, hereinafter referred to as “STATE” and the CITY of Hemet; hereinafter referred to as “CITY” and collectively referred to as “PARTIES.”

1. The PARTIES hereto mutually desire to identify the maintenance responsibilities of CITY for newly constructed or revised improvements within STATE’s right of way by Encroachment Permit Number 08-23-6-MC-1054.

2. This Agreement addresses CITY’s responsibility for the trees, groundcover, mulch, meandering sidewalk, gooseneck lighting, and irrigation (collectively the “LANDSCAPING”) placed within State Highway right of way on State Route 74, as shown on Exhibit A, attached to and made a part of this Agreement.

3. Maintenance responsibilities that include, but are not limited to, inspection, providing emergency repair, replacement, and maintenance, (collectively hereinafter “MAINTAIN/MAINTENANCE”) of LANDSCAPING as shown on said Exhibit “A.”

4. The degree or extent of maintenance work to be performed, and the standards, therefore, shall be in accordance with the provisions of Section 27 of the Streets and Highways Code and the State Maintenance Manual.

5. When a planned future improvement is constructed and/or a minor revision has been effected with STATE’s consent or initiation within the limits of the STATE’s right of way herein described which affects PARTIES’ division of maintenance responsibility as described herein, PARTIES will agree upon and execute a new dated and revised Exhibit “A” which will be made a part hereof and will thereafter supersede the attached original Exhibit “A” to thereafter become a part of this Agreement.

5.1. The new exhibit can be executed only upon written consent of the PARTIES hereto acting by and through their authorized representatives. No formal amendment to this Agreement will be required.

6. CITY agrees, at CITY’s expense, to do the following:

6.1. CITY will MAINTAIN or have authorized licensed contractor with appropriate class of license in the State of California, MAINTAIN LANDSCAPING conforming to those plans and specifications (PS&E) pre-approved by STATE. CITY will have in place a valid necessary encroachment permits prior to the start of any work within STATE’S right of way.

15.E.

2 6.1.1. An Encroachment Permit rider may be required for any changes to the scope of work allowed by this Agreement prior to the start of any work within STATE's right of way

6.2. CITY shall ensure that LANDSCAPED areas designated on Exhibit “A” are provided with adequate scheduled routine MAINTENANCE necessary to MAINTAIN a neat and attractive appearance including providing for water, and fertilizer necessary to sustain healthy plant growth during the entire life of this Agreement.

6.2.1. To prune shrubs, tree plantings, and trees to control extraneous growth and ensure STATE standard lines of sight to signs and corner sight distances are always maintained for the safety of the public.

6.2.2. To replace unhealthy or dead plantings when observed or within 30 days when notified in writing by STATE that plant replacement is required.

6.2.3. To expeditiously MAINTAIN, replace, repair or remove from service any components of LANDSCAPING system that has become unsafe or unsightly.

6.3. To furnish electricity for irrigation system controls, and lighting system controls for all street lighting systems installed by CITY.

6.4. To MAINTAIN, repair and operate the irrigation systems in a manner that prevents water from flooding or spraying onto STATE highway, spraying parked and moving automobiles, spraying pedestrians on public sidewalks/bike paths, or leaving surface water that becomes a hazard to vehicular or pedestrian/bicyclist travel.

6.5. To control weeds at a level acceptable to the STATE. Any weed control performed by chemical weed sprays (herbicides) shall comply with all laws, rules, and regulations established by the California Department of Food and Agriculture. All chemical spray operations shall be reported quarterly (Form LA17) to the STATE to: District 8 Maintenance at 464 W 4 Street San Bernardino CA 92401.

6.6. CITY shall ensure LANDSCAPING within the Agreement limits provide an acceptable walking and riding surface and will provide for the repair and removal of dirt, debris, graffiti, weeds, and any deleterious item or material on or about the LANDSCAPING in an expeditious manner.

6.7. To MAINTAIN all parking or use restrictions signs encompassed within the area of the LANDSCAPING.

15.E.

3 6.8. To remove LANDSCAPING and appurtenances and restore STATE owned areas to a safe and attractive condition acceptable to STATE in the event this Agreement is terminated as set forth herein.

7. STATE may provide CITY with timely written notice of unsatisfactory conditions that require correction by the CITY. However, the non-receipt of notice does not excuse CITY from maintenance responsibilities assumed under this Agreement.

8. STATE shall issue encroachment permits to CITY at no cost to it.

9. CITY shall remove Persons Experiencing Homelessness (PEH) and any structures, personal property, debris, and/or other items related to the encampment from the Location(s) shown in Exhibit A, subject to STATE’s Encampment Removal policy, MPD 1001 R1 and applicable State and Federal law.

Nothing in this Agreement grants or waives the right of California Highway Patrol (CHP) and other law enforcement agencies having jurisdiction over the Locations shown in Exhibit A.

10.CITY’s graffiti removal shall be limited to removal of text only in accordance with Streets and Highway Code Section 96. Any graffiti that in any way resembles a mural, artwork, paintings, or other similar elements may not be removed. LOCAL AGENCY shall discuss such possible art with STATE’s District 8 Transportation Art Coordinator before conducting any graffiti removal or remediation.

11.LEGAL RELATIONS AND RESPONSIBILITIES:
a. Nothing within the provisions of this Agreement is intended to create duties or obligations to or rights in third parties not party to this Agreement or affect the legal liability of either PARTY to this Agreement by imposing any standard of care respecting the design, construction and maintenance of these STATE highway improvements or CITY facilities different from the standard of care imposed by law.
b. If during the term of this Agreement, CITY should cease to MAINTAIN the LANDSCAPING to the satisfaction of STATE as provided by this Agreement, STATE may either undertake to perform that MAINTENANCE on behalf of CITY at CITY’s expense or direct CITY to remove or itself remove LANDSCAPING at CITY’s sole expense and restore STATE’s right of way to its prior or a safe operable condition.

CITY hereby agrees to pay said STATE expenses, within thirty (30) days of receipt of billing by STATE. However, prior to STATE performing any MAINTENANCE or

15.E.

4 removing LANDSCAPING, STATE will provide written notice to CITY to cure the default and CITY will have thirty (30) days within which to affect that cure. c. Neither CITY nor any officer or employee thereof is responsible for any injury, damage or liability occurring by reason of anything done or omitted to be done by STATE under or in connection with any work, authority or jurisdiction arising under this Agreement. It is understood and agreed that STATE shall fully defend, indemnify and save harmless CITY and all of its officers and employees from all claims, suits or actions of every name, kind and description brought forth under, including, but not limited to, tortious, contractual, inverse condemnation and other theories or assertions of liability occurring by reason of anything done or omitted to be done by STATE under this Agreement with the exception of those actions of STATE necessary to cure a noticed default on the part of CITY. d. Neither STATE nor any officer or employee thereof is responsible for any injury, damage or liability occurring by reason of anything done or omitted to be done by CITY under or in connection with any work, authority or jurisdiction arising under this Agreement. It is understood and agreed that CITY shall fully defend, indemnify, and save harmless STATE and all of its officers and employees from all claims, suits or actions of every name, kind and description brought forth under, including, but not limited to, tortious, contractual, inverse condemnation or other theories or assertions of liability occurring by reason of anything done or omitted to be done by CITY under this Agreement.
e. PREVAILING WAGES:
i. Labor Code Compliance- If the work performed under this Agreement is done under contract and falls within the Labor Code section 1720(a)(1) definition of a "public works" in that it is construction, alteration, demolition, installation, or repair; or maintenance work under Labor Code section 1771. CITY must conform to the provisions of Labor Code sections 1720 through 1815, and all applicable provisions of California Code of Regulations found in Title 8, Chapter 8, Subchapter 3, Articles 1-

7. CITY agrees to include prevailing wage requirements in its contracts for public works. Work performed by CITY’s own forces is exempt from the Labor Code's Prevailing Wage requirements.
ii. Requirements in Subcontracts - CITY shall require its contractors to include prevailing wage requirements in all subcontracts when the work to be performed by the subcontractor under this Agreement is a "public works" as defined in Labor Code Section 1720(a)(1) and Labor Code Section 1771. Subcontracts shall include all prevailing wage requirements set forth in CITY’s contracts.

15.E.

5 12.INSURANCE

12.1 SELF-INSURED1 - CITY is self-insured. CITY agrees to deliver evidence of self-insured coverage providing general liability insurance, coverage of bodily injury liability and property damage liability, naming STATE, its officers, agents, and employees as the additional insured in an amount of $1 million per occurrence, $2 million in aggregate, and $5 million in excess. Coverage shall be evidenced by a certification of self-insurance letter (“Letter of Self-Insurance”), satisfactory to STATE, certifying that CITY/COUNTY meets the coverage requirements of this section. This Letter of Self-Insurance shall also identify the LANDSCAPING location as depicted in EXHIBIT A. CITY shall deliver to STATE the Letter of SelfInsurance with a signed copy of this AGREEMENT. A copy of the executed Letter of Self-Insurance shall be attached hereto and incorporate as Exhibit B.

12.2 SELF-INSURED2 using Contractor - If the work performed under this AGREEMENT is done by CITY‘s contractor(s), CITY shall require its contractor(s) to maintain in force, during the term of this AGREEMENT, a policy of general liability insurance, including coverage of bodily injury liability and property damage liability, naming STATE, its officers, agents and employees as the additional insured in an amount of $1 million per occurrence, $2 million in aggregate, and $5 million in excess. Coverage shall be evidenced by a certificate of insurance in a form satisfactory to the STATE that shall be delivered to the STATE with a signed copy of this Agreement.

13. TERMINATION - This Agreement may be terminated by timely mutual written consent by PARTIES, and CITY’s failure to comply with the provisions of this Agreement may be grounds for a Notice of Termination by STATE.

14. TERM OF AGREEMENT -This Agreement shall become effective on the date first shown on its face sheet and shall remain in full force and effect until amended or terminated at any time upon mutual consent of the PARTIES or until terminated by STATE for cause.

PARTIES are empowered by Streets and Highways Code Section 114 & 130 to enter into this Agreement and have delegated to the undersigned the authority to execute this Agreement on behalf of the respective agencies and covenants to have followed all the necessary legal requirements to validly execute this Agreement. 1 Delete if not self-insured 2 Delete if not self-insured

15.E.

6 IN WITNESS WHEREOF, the PARTIES hereto have set their hands and seals the day and year first above written.

THE CITY OF HEMET STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION
By: ___________________________
Mayor/Chair
Initiated and Approved
By: ___________________________
City/County Manager
By: ___________________________
Deputy District Director of
Maintenance District 08
ATTEST:

By: ___________________________
City/County Clerk
By: ___________________________
City/County Attorney

15.E.

EXHIBIT A
1 (Plan map identifying the applicable STATE Routes (Freeway proper) and CITY/COUNTY road(s) and facilities)

15.E.

EXHIBIT B – LETTER OF CERTIFICATE OF CITY OF HEMET STATEMENT OF

SELF-INSURANCE
1 Caltrans District 8
464 W 4th Street
San Bernardino, CA 92401
ATTN: Ernesto Altamirano
City of Hemet
Department of Finance
RE: Statement of Self Insurance for City of Hemet Related to Landscape Maintenance Agreement with State of California Department of Transportation (“STATE”) for the Landscaping along Highway 74at PM 38.103 Dear Ernesto Altamirano,
The purpose of this letter is to certify that the CITY is self-insured and self-funded covering third-party claims arising out of its general operations (for example, commercial general liability and automobile liability insurance). Further the CITY is self-insured covering workers’ compensation claims and has received the consent of the State Department of Industrial Relations to do so.

Each fiscal year, as a part of its budgetary process, the CITY appropriates funds specifically to satisfy valid third-party claims and workers’ compensation claims, which may be brought against the CITY.

The CITY certifies its self-insured, general liability coverage for bodily injury liability and property damage liability, meets the required coverage amounts in section

12.1 (INSURANCE) of the Maintenance Agreement, specifically general liability insurance, coverage of bodily injury liability and property damage liability in an amount of $1 million per occurrence, $2 million in aggregate, and $5 million in excess. The CITY further represents that regarding any claims made in connection with the Maintenance Agreement by the STATE, the STATE will be first-in-line regarding the reserved, self-insured amounts.

If you need any additional information regarding this letter, please direct those inquires through my office.

Sincerely,

ADMINISTRATIVE SERVICES DIRECTOR

15.E.

SHEET OF NOT TO SCALE LEGEND 3850 W. FLORIDA AVE. PN 08-23-6-MC-1054 EXHIBIT "A" POST MILE 38.103 1 1 SHEETS NOT TO SCALE SCALE: APRIL 30, 2024 EXHIBIT "A" DATE: LANDSCAPE MAINTENANCE AGREEMENT EXECUTED ENCROACHMENT PERMIT NO. 08-23-6-MC-1054 LANDSCAPE AREA TO BE MAINTAINED BY THE CITY OF HEMET CALTRANS RIGHT OF WAY SIGNATURE: SIGNATURE: DATE: DATE: CITY OF HEMET CALTRANS APPROVAL W. FLORIDA AVE RW RW RW RW BEGIN WORK STA 682+17.50 END WORK STA 684+48.44RW ℄ ℄ N 66°02'00" E APN: 448-250-006 PM 10756, PARCEL NO. 9 STATE ROUTE 74

15.E.

City of Hemet
City Council Meeting

STAFF REPORT
Meeting: City Council Meeting - Mar 25 2025
Department: Public Works
Submitted by: Mark Prestwich, City Manager
Jilleen Ferris, Deputy Public Works Director/Assistant City Engineer; ☐ Receive and File ☒ Consent Calendar ☐ Business Item ☐ Public Hearing TITLE:

A Resolution of the City Council of the City of Hemet, California, Awarding TKE Engineering a Professional Services Agreement in an Amount Not to Exceed $1,836,828 for CIP 2421 (Warren Road Improvements) and Authorizing the City Manager to Execute All Documents Related to the Agreement and Authorize Additional Expenditures up to 10% ($183,683) of the Agreement Amount if Necessary, and Authorizing the Administrative Services Director to Record a Supplemental Appropriation of $1,397,311 from Fund 329 Development Impact Fees (DIF) for Bridges, Streets, and Traffic Facilities to CIP 2421
RECOMMENDED ACTION:

It is respectfully recommended that the City Council:

Adopt a Resolution of the City Council of the City of Hemet, California, Awarding TKE Engineering a Professional Services Agreement in an Amount not to exceed $1,836,828 for CIP 2421 (Warren Road Improvements) and Authorizing the City Manager to Execute all Documents Related to the Agreement and Authorize Additional Expenditures up to 10% ($183,683) of the Agreement Amount if Necessary, and Authorizing the Administrative Services Director to Record a Supplemental Appropriation of $1,397,311 from Fund 329 Development Impact Fees (DIF) for Bridges, Streets, and Traffic Facilities to CIP 2421.

BACKGROUND:

Warren Road between Esplanade Avenue and Domenigoni Parkway is identified in the Transportation Uniform Mitigation Fee Nexus Study, 2024 Update, as a Regional System of the Transportation Uniform Mitigation Fee Program. The street is located within the Hemet/San Jacinto Zone and is designated as an ultimate four-lane roadway. This five-mile segment of Warren Road has a maximum TUMF share of $19,926,000 for the roadway improvements and $4,176,000 for the bridge widening over the Salt Creek Channel. Currently, $1,000,000 has been programmed for the planning and design phase. This project is identified in the City’s capital improvement program as CIP No. 2421.

15.F.

On December 10, 2024, the City and WRCOG entered into an agreement for the reimbursement of TUMF funds for the planning and design of the Warren Road improvements in the amount of $1,000,000.

ANALYSIS:

On December 19, 2024, a request for proposal (RFP) for the design of Warren Road was issued and 281 vendors were notified on Planet Bids. On January 30, 2025, the City received four responsive proposals from the following firms:

1.Dokken Engineering

2.ERSC

3.TKE Engineering, Inc.

4.Albert A. Webb Associates
DISCUSSION:

City staff used the evaluation criteria detailed in the Request for Proposal (RFP) to rank the four proposals received and the results found that TKE Engineering to be the most qualified firm with the best overall value to the City for the design of the Warren Road Improvements (CIP 2421).

Staff has selected an environmental consultant through a letter proposal process from the City’s oncall environmental consultants for the environmental permitting necessary for this project. A purchase order in the amount of $376,800 has been prepared for Helix Environmental, reducing the available TUMF reimbursement funds available for planning and design to $623,200.

Given the significant scale of this project, the project environmental and preliminary design is expected to take approximately two years, with an additional one to two years for final design and construction document preparation.

PREVIOUS COUNCIL ACTION:

On December 10, 2024, the City Council approved the agreement between the City and WRCOG for the reimbursement of TUMF funds for the design of Warren Road improvements in the amount of $1,000,000.

STRATEGIC PLAN INTEGRATION:

GOAL ONE: QUALITY OF LIFE:

To ensure that Hemet is safe, clean, attractive and comfortable for all who live, work, and visit.

Objective 1: Enhance the visual appearance of the community to make it attractive and reduce blight.

Objective 2: Explore and implement homelessness solutions for the City of Hemet.

Objective 3: Increase Public Safety visibility and response.

GOAL FIVE: ORGANIZATIONAL EFFECTIVENESS
To identify the work needed inside the City organization to effectively provide services to the community and ensure financial stability.

Objective 1: Operate in a financially sustainable manner.

Objective 2: Evaluate existing practices to ensure continuity with industry best practices.

15.F.

Objective 3: Provide Council with policies that are consistent while lessening liabilities.

Objective 4: Increase employee retention by training and creating a positive workplace.

Objective 5: Streamline fire prevention coordination efforts.

FISCAL IMPACT:

The total amount requested for the design of Warren Road (CIP 2421) is $1,836,828 plus a 10% contingency of $183,683. The design and environmental permitting for CIP 2421 will utilize $1,000,000 of reimbursement from WRCOG per the agreement and $1,397,311 from Fund 329 – DIF Bridges, Streets and Traffic Facilities.

Environmental $376,800
Design $1,836,828
Contingency $183,683
TOTAL $2,397,311
TUMF Reimbursement$1,000,000
Fund 329 – DIF Streets$1,397,311
TOTAL $2,397,311
There is no General Fund impact. Staff is requesting a supplemental appropriation of $1,397,311 from Fund 329 – DIF Streets to fund the design costs of the project. The fund balance for Fund 329 is $3,541,433 and will reduce to $2,144,122 after this appropriation.

ALTERNATIVE(S):

1. Do not approve the award to TKE Engineering for Warren Road design services.

2. Provide the City Manager with alternative direction.

ATTACHMENT(S):

Attachment 1 - Resolution CIP 2421 Design Award
Attachment 2 - Proposals Received
Attachment 3 - Draft Agreement

15.F.

CITY OF HEMET RESOLUTION NO. 2025-XXX 1
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CITY OF HEMET

HEMET, CALIFORNIA
RESOLUTION NO. 2025-xxx

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF HEMET, CALIFORNIA, AWARDING TKE

ENGINEERING A PROFESSIONAL SERVICES

AGREEMENT IN AN AMOUNT NOT TO EXCEED
$1,836,828 FOR CIP 2421 (WARREN ROAD

IMPROVEMENTS) AND AUTHORIZING THE CITY

MANAGER TO EXECUTE ALL DOCUMENTS RELATED

TO THE AGREEMENT AND AUTHORIZE ADDITIONAL
EXPENDITURES UP TO 10% ($183,386) OF THE

AGREEMENT AMOUNT IF NECESSARY, AND

AUTHORIZING THE ADMINISTRATIVE SERVICES

DIRECTOR TO RECORD A SUPPLEMENTAL
APPROPRIATION OF $1,397,311 FROM FUND 329

DEVELOPMENT IMPACT FEES (DIF) FOR BRIDGES,
STREETS, AND TRAFFIC FACILITIES TO CIP 2421
The City Council of the City of Hemet, California (hereafter referred to as the “City Council”) does resolve as follows:

WHEREAS, Warren Road between Esplanade Avenue and Domenigoni Parkway is identified in the Transportation Uniform Mitigation Fee Nexus Study, 2024 Update, as a Regional System of the TUMF program; and
WHEREAS, the street is located within the Hemet/San Jacinto zone and is a 5- mile segment of Warren Road that is designated as an ultimate 4-lane roadway; and WHEREAS, This segment has a maximum TUMF share of $19,926,000 for the roadway improvements and $4,176,000 for the bridge widening at Salt Creek Channel; and

15.F.

CITY OF HEMET RESOLUTION NO. 2025-XXX 2
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WHEREAS, a total of $1,000,000 has been programmed into the planning and design phase, and the City Council approved an agreement with WRCOG on December 10, 2024; and
WHEREAS, on December 19, 2024, a request for proposal (RFP) for the design of Warren Road was issued with 281 vendors being notified on Planet Bids; and WHEREAS, on January 30, 2025, the City received 4 responsive proposals and found that TKE Engineering was the most qualified firm with the best overall value to the City for the design of Warren Road; and
WHEREAS, a total of $376,800 has been allocated for environmental services, leaving $623,200 of TUMF funds towards the design of Warren Road; and WHEREAS, City staff recommends awarding TKE Engineering an agreement for the design in the amount not to exceed $1,836,828; and
WHEREAS, City staff recommends authorizing the City Manager to authorize additional expenditures up to 10% ($183,683) of the total agreement and request a supplemental appropriation of $1,397,311 from Fund 329 – DIF Bridges, Streets, and Traffic Facilities to fund the difference between the WRCOG reimbursement and the total design cost.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF HEMET FINDS, DETERMINES, ORDERS AND RESOLVES AS FOLLOWS:

SECTION 1. FINDINGS - The recitals set forth above are hereby adopted as findings in support of this Resolution.

15.F.

CITY OF HEMET RESOLUTION NO. 2025-XXX 3
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SECTION 2. APPROVAL – Approve the award of a professional services agreement to TKE Engineering in the amount not to exceed $1,836,828 for CIP 2421 – Warren Road Improvements.

SECTION 3. AUTHORIZATION – Authorize the City Manager to execute all documents related to the agreement.

SECTION 4. CONTINGENCY – Authorize additional expenditures up to 10% ($183,683) of the agreement amount if necessary.

SECTION 5. APPROPRIATIONS – Authorize the Administrative Services Director to record a supplemental appropriation of $1,397,311 from Fund 329 – DIF Bridges, Streets, and Traffic Facilities to CIP 2421.

SECTION 6. EFFECTIVE – The resolution shall be effective upon adoption.

PASSED, APPROVED, AND ADOPTED this 25th day of March, 2025. ____________________________
Jackie Peterson, Mayor
ATTEST:
_____________________________
John Paul Maier, City Clerk

15.F.

CITY OF HEMET RESOLUTION NO. 2025-XXX 4
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State of California )
County of Riverside )
City of Hemet )
I, John Paul Maier, City Clerk of the City of Hemet, do hereby certify that the foregoing resolution was adopted by the Hemet City Council on the 25th day of March, 2025, and was passed by the following vote:

AYES: Council Members:

NOES: Council Members:

ABSTAIN: Council Members:

ABSENT: Council Members:
_____________________________
John Paul Maier, City Clerk

15.F.

January 30, 2025
Michael Greer, PE, TE
1450 Frazee Road, Suite 100
San Diego, CA 92108
(858) 514-8377
[email protected]
SUBMITTED BY:

PROFESSIONAL ENGINEERING SERVICES FOR

WARREN ROAD

IMPROVEMENTS

PROPOSAL
SUBMITTED TO:

City of Hemet
Community Development Department
Attn: Candace Sunds
445 East Florida Avenue
Hemet, CA 92543

15.F.

1450 Frazee Road, Suite 100, San Diego, CA 92108 ● Tele: 858.514.8377 ● Fax: 858.514.8377 ● www.dokkenengineering.com

DOKKEN ENGINEERING
Transportation Solutions from Concept to Construction
January 30, 2025
Ms. Candace Sunds
Procurement Administrator
City of Hemet, Community Development Dept.
445 East Florida Avenue
Hemet, CA 92543
RE: Request for Proposal (RFP) For Professional Engineering Services for Warren Road Improvements, PW23-04
Dear Ms. Sunds:

We commend the City of Hemet for continuing to deliver infrastructure expansion projects with inherent safety benefits, such as this roadway widening project with added pedestrian and bicycle facilities, to the community. The proposed widening of Warren Road, from Domenigoni Parkway to Esplanade Avenue, is critical to accommodating the growing traffic demands in the region and improving safety for both residents and commuters. We understand the importance of delivering a project that meets the functional requirements and also adheres to all local, state, and federal standards.

Our mission is to provide superior service to our clients – no one will be more dedicated and reliable than us on this contract. Our firm size and no-bureaucracy culture allows us to stay extremely nimble and provide immediate assistance to meet your needs, resulting in efficient and cost-effective project delivery. As you will see in our proposal, we have developed a team ready to deliver this three-phase Warren Road Improvements Project.

Experienced Team: The Dokken Engineering team is exceptionally qualified to deliver this roadway and bridge widening project as we have recently completed several projects of similar size and scope. Our in-house structures and civil engineers have developed work-flow processes that maximize efficiency of design, minimize errors in plan production, and produce high quality deliverables. We have assembled a team comprised with experts that understand the challenges specific to this corridor. We have coordinated with local utility owners on previous projects and understand their conflict resolution processes. Working closely with one another, our team will minimize impacts to existing infrastructure by incorporating standard details where possible and developing modified design details as needed.

Project Understanding: Our team has visited the project site to better understand existing conditions and develop widening plans at various locations. We inventoried existing traffic signal equipment and vehicle turning patterns to better grasp staged construction needs and potential resolutions. Developing staged construction plans that can maintain access throughout construction will be a key priority to minimizing impacts to the public. When necessary, our traffic engineers can develop temporary signal modification plans to account for shifted lanes during construction.

Unique to Dokken Engineering are our long tenured staff that will provide strong continuity to the City of Hemet. Benefits to the City include knowledge retention, effective collaboration, consistent decision making, reduced ramp up time, and risk management. Additionally, Dokken Engineering has in-house civil, structures, traffic, and drainage engineers focused exclusively on the design of public infrastructure projects. We also have in-house environmental and right of way staff, which allows our design team access to archaeologists, biologists, and right of way appraisers to provide input when needed. We have selected Project Manager, Michael Greer, PE, TE who understands the project needs and has the local experience to efficiently manage the project from design to construction. Dokken Engineering’s mission is to provide superior service to our clients. We strive to be responsive and flexible, which results in projects being delivered on time and within budget. Thank you for the opportunity to submit on this exciting Warren Road Improvements Project and build our working relationship with the City of Hemet.

Sincerely,

DOKKEN ENGINEERING
Michael Greer, PE, TE John Klemunes, PE
Project Manager President

PRIMARY CONTACT
Michael Greer, PE, TE
Project Manager
1450 Frazee Road, Suite 100
San Diego, CA 92108
Years Providing Services: 38
Organization Form: CA Corporation
Principal Parties:

Richard A. Dokken, PE – Chairman of the Board
Richard T. Liptak, PE – Chief Executive Officer
John A. Klemunes, PE – President
Bradley B. Dokken – Chief Financial Officer
Camran Sadeghi – Secretary
Mark Tarrall, PE – San Diego Regional Manager

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Exceptions
Dokken Engineering does not take any exceptions to this RFP including, but not limited to, the City’s Professional Services Agreement. Dokken Engineering will comply with the contract terms and conditions delineated in the RFP.

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SECTION I –

EXPERIENCE

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Professional Engineering Services for

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Request for Proposal (RFP) for
Section I - Experience

ABOUT DOKKEN ENGINEERING
Founded in 1986, Dokken Engineering (Dokken) is a multi-discipline, professional services firm specializing in all phases of project development and delivery, including preliminary engineering, environmental documents, feasibility studies, PSRs, PA&EDs, PS&Es, and design support during construction. During the past 38 years, we have developed an exceptional depth of experience and expertise having engineered and obtained environmental compliance on more than 3,000 infrastructure projects, including more than 2,000 federally funded projects.

Dokken almost exclusively works with public agencies, including Caltrans, City of Temecula, County of Riverside, City of Menifee, CVAG, CVWD, City and County of San Diego, and other cities, counties, municipal and joint agencies in California.

Many of our staff have experience working previously for and directly with local agencies or resource agencies. Through this combined experience, we can better understand the circumstances of our clients’ projects and meet their needs by developing the best approach and innovative solutions for project delivery. As a result of our collective experience, we save our clients valuable time and money in delivering their projects.

ORGANIZATIONAL STRUCTURE
We employ a diverse group of over 150 civil, structural, traffic, hydraulics/ hydrology, and drainage designers, as well as environmental planners, community outreach experts, funding and right of way specialists, who together provide seamless and cost-effective project delivery. Having worked on many projects that have required a similar scope of work, we understand the complexities and challenges that may occur in the delivery of the Warren Road Improvements Project through three phases of design and delivery. Due to our size, and our in-house service sectors, we can immediately provide a team of professionals to meet your project’s schedule needs.

Dokken Engineering’s performance
is measured by our ability to
successfully deliver quality
infrastructure projects throughout
the Southern California region and
by serving a variety of public agency
clients. The majority of Dokken
Engineering’s clients are repeat
clients! This dedication attests to our
abilities and history of providing
quality services, meeting schedules,
and remaining within budgets.

Dokken Engineering has a long,
distinguished history of delivering
award-winning projects that have
been completed throughout
Southern California. No other firms
in the state have a greater record of
professional civil engineering project success than Dokken Engineering. But please don’t take our word for it, reach out to our references to confirm.

HEADQUARTERS:
110 Blue Ravine Road, Suite 200
Folsom, CA 95630
(916) 858-0642
(916) 858-0643
Branch Offices:
1450 Frazee Road, Suite 100
San Diego, CA 92108
(858) 514-8377
(858) 514-8608
2192 Civic Center Drive
Redding, CA 96001
(530) 768-2420
Project Manager:

Michael Greer, PE, TE
Project Manager
(858) 276-9726
[email protected]
Organization Form: CA Corporation
Year of Incorporation: 1986
Years Providing Similar Services: 38
Firm Capabilities & Expertise:
• Project Management
• Street Improvements
• Roadway/Highway Design
• Structures
• Stormwater
• Water/Sewer
• Street Lighting
• Signing/Striping
• Erosion Control
• Drainage
• Hydrology/Hydraulics
• Traffic Control Plans
• Grant Writing
• NEPA/CEQA
• Environmental Permits
• Right of Way Acquisition &
Relocation Assistance
www.dokkenengineering.com
Paseo Santa Fe Streetscape

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OUR SERVICES/CAPABILITIES
With numerous technical specialties under one roof, project coordination and communication are maximized. Some of our key services include the following:

Project Management | Project
Management is a key component of
successful delivery. Dokken prepares a
project/task order schedule that identifies
milestones, client review timelines and submittal dates, and reflects all major deliverables outlined in the scope. In addition, Dokken prepares detailed monthly progress
reports, organized by tasks defined in the scope of work, and documenting the efforts performed. We facilitate
monthly team meetings and regular internal
team/subconsultant meetings, to quickly identify and
address project issues, while providing meeting minutes and action items to ensure consistent and accurate
communication. This systematic approach to Project
Management keeps our clients informed at every stage of project delivery.

Roadway & Highway Design | Roadway design
is an integral component of Dokken’s services.

From freeways to residential streets, our
engineers design both simple and complex roadway
widenings, realignments, street “diets”, and new
extensions, as well as the required improvements to the surrounding areas, such as bikeway and pedestrian
facilities, rail trails, landscaping, hardscapes, sidewalks, utility relocations, bus stop/pullouts and intersection signalization.

Structures Design | Dokken has successfully
completed hundreds of structure designs, from
rural two-lane HBP bridges to complex multilevel freeway-to-freeway interchanges. Additional structure designs include pedestrian overcrossings,
bicycle bridges, viaducts, and retaining/sound walls.

Dokken has also provided seismic stability evaluations, retrofit plans, specifications, and estimates. Our
structures team has innovative and cost-effective design solutions, which save our clients millions of dollars. Paying careful attention to the details of a project’s setting, along with client and community feedback, our designs meet
the unique conditions of each project.

Water Resources & Water Quality | Dokken
employs professional engineering staff with
extensive experience in all aspects of water
resources design including, hydraulic analysis, design of water and sewer pipelines, design of bridge crossings,
design of basins, and stormwater quality compliance.

These staff members are experts in assessing issues,
conducting analyses, and coordinating with other
disciplines to develop balanced, cost-effective solutions.

Protecting the quality of our water resources requires an understanding of the ever-evolving landscape of Clean
Water Act policies. From the preparation/enforcement of Storm Water Pollution Protection Plans for General
Construction Permit compliance to the evaluation, design, and documentation of permanent BMPs for MS4
compliance, Dokken’s certified QSD/QSP staff have the
experience and expertise to assist the District with all related NPDES requirements.

Utilities | Utility coordination and relocation
design can often cause significant delays in the
project schedule. Dokken understands and has
significant experience working through the utility
relocation process while following all Federal guidelines.

This process is devised to alert utility companies about the project and identify existing facilities and any planned improvements. Conflict resolution plans, responsibilities, and schedules are developed in coordination with the
utility companies.

Traffic Signal & Street Lighting Design | Dokken
has designed over 200 traffic signals and
modifications and many lighting systems for
urban city streets and intersections, parks, rural
intersections, and small downtowns as well as freeway
interchanges and large arterials. Dokken has designed and modified traffic signal systems as part of road and bridge projects and as standalone projects. Our signal design
engineers are familiar with Caltrans Traffic Signal and Electrical Design Guide, the California MUTCD, Caltrans 2018 Standard Plans and Specifications, and the Caltrans HDM.

Grant Writing & Grant Administration | Dokken’s
experienced staff members, many of whom are
former public agency employees, provide the
creative financial strategies needed to assist our clients in meeting their transportation funding goals. These
strategies range from phasing project delivery and
aligning costs with available revenue, to identifying and pursuing new and creative revenue sources. We are
experienced in a variety of funding mechanisms, including traditional federal, state and local funding sources, as well as revenue bonds, impact fees and grants. Dokken has
successfully written multiple grants, including Cycle 5 and 6 ATP grants, a Prop 68 Recreation Trails & Greenways
grant, and a Caltrans Sustainable Community grant for
local cities and counties. In this challenging and
competitive economic environment, Dokken provides the
guidance, experience and creativity needed to identify, program, allocate and obligate funds, allowing critical projects to get built.

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Professional Engineering Services for

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PROPOSER REFERENCES
Over the past 38 years, Dokken has designed thousands of miles of roadways throughout California. From new roads and roadway widenings to major freeway-to-freeway connectors and road diets, our engineers work with public agencies and project stakeholders to turn ideas into constructed projects. The following projectsshowcase our ability to deliver the Warren Road Improvements project through our experience delivering similar projects.

Green Tree Boulevard Extension | Victorville & San
Bernardino County, CA
Dokken Engineering prepared preliminary and final design services, including CEQA and NEPA environmental documentation for the Green Tree Boulevard Extension Project for the County of San Bernardino and City of Victorville.

The Green Tree Boulevard Extension Project is a roadway gap closure project that connects Yucca Loma Road in the Town of Apple Valley at the east end of the project with Hesperia Road and Green Tree Boulevard in the City of Victorville at the west end of the project. This segment was the last link of a new east-west transportation corridor providing a new route across the Mojave River. Construction was completed in May 2023.

Dokken Engineering also completed the endangered
species consultation, secured regulatory permits, and
established the appropriate environmental mitigation for the project.

The Green Tree Boulevard Extension includes four travel lanes from Park Avenue to a realigned Ridgecrest Road. The improvements then narrow to two lanes as they extend
westward over the BNSF railroad and connect to Hesperia Road at the existing Green Tree Boulevard. Bicycle lanes were provided on both sides of the roadway and a
pedestrian pathway was provided on at least one side of the roadway throughout the facility. Roadway lighting was designed per general plan requirements and coordinated
with structure design. Grading was completed for the ultimate four-lane facility with the structure at the railroad designed to accommodate future railroad expansion.

The signalized intersection at Hesperia Road was modified with additional through lanes and turn lanes to accommodate anticipated traffic levels. A signal was placed at the new Green Tree Boulevard/ realigned Ridgecrest Road intersection.

Ridgecrest Road was built with two-lanes northbound and one-lane southbound, connecting to the existing
Ridgecrest Road.

OWNER/CLIENT CONTACT:

Harry Mayo, PE
City of Victorville
14343 Civic Drive
Victorville, CA 92392
(760) 243-6351
[email protected]
SERVICE DATES: 02/2014 - 05/2023
CON COMPLETION DATE: 05/2023
The Green Tree Boulevard Extension
project was awarded the 2023 B.E.S.T.

Project of the Year in Transportation
from APWA Southern California
Chapter, the 2023 Building Excellence
Shaping Tomorrow Award Project of
the Year, the Outstanding Public Works
Project of the Year from APWA High
Desert Region, and Outstanding Streets
and Road Project from the League of
California Cities.

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Indian Canyon Drive Bridge & Roadway Widening |
Palm Springs, CA
Dokken Engineering provided Preliminary Engineering, PS&E, Environmental Document, as well as Bidding and Construction Support services for the widening of Indian Canyon Drive from two lanes to six lanes. We are continuing to provide construction support to help build this project, which also includes replacing the Indian Canyon Drive Overhead structure over the Union Pacific Railroad. The Dokken Engineering team prepared a Traffic Operational Analysis Report, topographic mapping, geometric alternatives, preliminary grading/drainage design, geotechnical design studies and an engineer's estimate all documented in a Preliminary Engineering Report. The project included full examination of potential geometric alternatives and cost engineering analysis.

The engineering design studies assisted in avoiding utility conflicts, determining right-of-way requirements and the completion of all required environmental technical
studies and the draft Environmental Document (IS/EA)
was approved by Caltrans and FHWA. Our in-house rightof-way team worked diligently to communicate with property owners about proposed impacts to coordinate
temporary and ultimate right-of-way and easement
needs. We also obtained a Railroad Agreement for
proposed improvements. Close coordination was also
required between Caltrans local assistance and
environmental review staff. Dokken Engineering also
worked closely with the City of Palm Springs to prepare a funding amendment to obtain additional project funding through the Highway Bridge Replacement and Rehabilitation Program (HBRRP). The amendment was successful in being granted an additional $10,000,000 in funding due to a last-minute requirement enforced by the Union Pacific Railroad to replace the structure with minimal impacts to their R/W. Dokken staff worked closely with Caltrans District 8 Local Assistance during the HBRRP amendment and environmental approvals as well as UPRR and CPUC during redesign efforts.

Dokken Engineering provided traffic studies, traffic operational analysis, and traffic recommendations; topographic mapping and right of way engineering; drainage investigation and water quality treatment design; geotechnical investigation and design; environmental document investigation, review, production, and approval; pedestrian and bikeway design; traffic signal design with staged construction design; landscaping design; water utility extension collaboration; and final PS&E. Utility relocation coordination with SCE was completed prior to construction to remove conflicts with power poles. Relocation design, with alternative analysis, was completed for approx. 1,000 feet of an existing DWA 8” Water Main with lateral connections. Existing high pressure gas lines, fiber optic lines, and oil lines were positively located during design to ensure they would be protected in place during construction. New design of an approximately one mile of 10” Sewer Main with tunneling under UPRR tracks and Kinder Morgan Oil Line
was coordinated with review by the City and Veolia
(oversight engineers). Geotechnical design reporting for the bridge and roadway widening was prepared for review by
the City, UPRR, and Kinder Morgan. Further geotechnical investigations were performed for proposed trenchless
excavation segments of sewer mainline to be installed
within the fanglomerate geologic material. Coordination with sewer contractors was necessary to finalize
construction specifications given the sensitive nature of the changing soil conditions, between cohesionless sandy soils and harder granitic rock and boulders.

OWNER/CLIENT CONTACT:

Joel Montalvo, PE
City of Palm Springs
3200 E. Tahquitz Canyon Way
Palm Springs, CA 92262
(760) 322-8339
[email protected]
SERVICE DATES: 06/2002 - Current
CON COMPLETION DATE: On-Going

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
San Diego State University (SDSU) Fenton Parkway
Grade Crossing/Mission Valley Site Development | San
Diego, CA
RailPros is a subconsultant to Project Design Consultants (PDC), providing engineering design services to develop conceptual studies, exhibits, and construction documents including PS&E for a new at grade railroad crossing at Fenton Parkway in the Mission Valley area of San Diego. The grade crossing is part of the SDSU campus extension and development project to the east of the crossing. Additionally, RailPros prepared two CPUC Formal Applications, which were subsequently approved: 1) the new Fenton Parkway crossing in the City of San Diego; and 2) a separate application for the SDSU development roadway and bike and pedestrian trails beneath the MTS viaduct. RailPros managed the CPUC process, providing coordination with key stakeholders, gaining consensus signatures, and responding to comments and feedback throughout the review and approval process.

This project included coordination with multiple stakeholders including MTS, CPUC, SDSU, City of San Diego, utility companies, other consultant teams, and the contractor. The design portion involved plans and profiles, tie-in with existing streets and proposed street plans prepared by PDC; tiein with the existing, adjacent MTS trolley station (including station access and crossing modifications and private drives); minor track work; utilities; pedestrian ramp modification compliance with ADA requirements; drainage analysis; traffic analysis; signal design; crossing safety equipment; trolley signage; and design support during construction.

Redlands Passenger Rail Project (RPRP) | Redlands, CA
Recognizing a need for a cost-effective travel alternative for communities located along the $385 million Redlands Corridor, the San Bernardino County Transportation Authority (SBCTA) developed the Redlands Passenger Rail Project (RPRP) to provide revenue service by2022. RailPros served as Program Manager, working alongside SBCTA to develop four new stations; acquire vehicles; renew existing track infrastructure; reconstruct or rehabilitate existing bridge structures; construct a new train layover facility; improve 22 roadway grade roadway crossings, two new pedestrian at-grade crossings; close five public grade crossings; improve safety; create quiet zones; build new parking facilities; and improve pedestrian access. RailPros’ scope of work included CPUC applications including all GO 88-B Applications and CPUC Formal Applications for new pedestrian crossings (receiving formal approval in a little over six months), FRA coordination and documentation for quiet zone implementation; and quiet zone implementation.

RailPros worked closely with the project team, CPUC, and FRA to acquire all CPUC approvals and adapt the FRA Quiet Zone implementation to overcome design limitations and coordinate Quiet Zone Implementation in conjunction with start of new service.

OWNER/CLIENT CONTACT:

Greg Shields, PE
Project Design Consultants
701 B Street, Suite 800
San Diego, CA 92101
(619) 881-2539
[email protected]
SERVICE DATES: 2021 - Current
CON COMPLETION DATE: On-Going
OWNER/CLIENT CONTACT:

Carrie Schindler
San Bernardino County
Transportation Authority
1170 W. 3rd Street, 2nd Floor
San Bernardino, CA 92410
(213) 922-7297
[email protected]
SERVICE DATES: 2015 - 2023
CON COMPLETION DATE: 2023

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Road 80 Widening | Tulare County, CA
Dokken provided professional engineering, design, and construction support services for the widening of four (4) miles of Road 80 in Tulare County. The project widened and upgraded Road 80 from a two-lane lane rural highway to a four-lane divided highway within two separate municipalities (Tulare County and the City of Dinuba). As part of the project a one (1) mile segment in the City of Dinuba was widened to include curb, gutter and sidewalk, bike lanes, Americans with Disabilities Act (ADA) accessible curb ramps and new drainage systems. The project required extensive utility coordination, including the relocation of approximately 20 PG&E electrical poles within the City limits.

Within the one-mile segment through the City of Dinuba, Road 80 is almost completely flat, increasing in elevation by only 2 feet and drainage within the City limits was crucial to the project success. Curb and gutter profiles utilized slopes of 0.15% and had to be independent of the road profile, resulting in a roadway cross slope that varies between 1-3% throughout the project limits. A new drainage system was constructed as part of the project and was designed to store water during smaller storm events, rather than discharging into basins.

During larger storm events the drainage system builds head, acting as a syphon, ultimately discharging water into off site basins.

Coordination with UPRR and CPUC was also critical to the project success as an existing at-grade crossing was widened and new pedestrian facilities were added.

Plaza Boulevard Widening | National City, CA
Dokken Dokken Engineering completed preliminary engineering, environmental documents, and the PS&E for the widening of 1.3 miles of Plaza Boulevard which is one of National City’s busiest corridors. Construction for Phase I was completed in 2017. Plaza Boulevard is a multi-lane roadway of varying width, various lane geometry and private improvement setbacks. Dokken Engineering’s preliminary engineering established the ultimate roadway alignment, cross-section, curb, gutter and sidewalk locations, layout of medians and turn lanes, driveway/parking lot reconfigurations, modification of 6 traffic signals and ultimate locations of thirteen MTS bus stops, nine of which are located within the Phase 1 and Phase 2 project limits. Dokken designed and studied 3 alternatives to widen the roadway to a six lane prime arterial, analyzing impacts to existing utilities and traffic signals with each alternative.

The project required coordination with the City of National City, utility owners, Caltrans, and MTS. Key project components included identification of right-ofway and easements for acquisition of both roadway and public transportation loading zones, coordination of required utility relocations and Rule 20A conversion and undergrounding, and full roadway PS&E inclusive of signing and striping plans, traffic signal modification design, street lighting, intersection grading, and drainage improvements.

A Traffic Corridor Analysis was completed analyzing existing and forecasted traffic volumes with and without the widening. A project-wide hydrologic and hydraulic analysis was completed and drainage improvements were designed.

Through close collaboration with the contractor and representatives from MTS, Dokken Engineering coordinated temporary bus stop closures during construction, identified bus stop relocations to provide easier transfers between routes and completed the proposed bus stop design drawings in compliance with all applicable ADA and MTS loading zone, clearance, shelter, and furniture standards. All bus stops within the project limits will be upgraded with new concrete bus pads and sidewalk pop-outs as part of the project.

OWNER/CLIENT CONTACT:

Reed Schenke
Tulare County
5961 South Mooney Boulevard
Visala, CA 93277
(559) 624-7000
[email protected]
SERVICE DATES: 2007 - 2014
CON COMPLETION DATE: 2014
OWNER/CLIENT CONTACT:

Stephen Manganiello, PE
City of National City
1243 National City Boulevard
National City, CA 91950
(559) 624-7000
[email protected]
SERVICE DATES: 2007 - 2014
CON COMPLETION DATE: 2014

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for

ADDITIONAL RELEVANT EXPERIENCE
Dokken has delivered over 70 projects in Riverside County, including 30 corridor widenings in the area. The table below is a summary of our capabilities and experience working on similar projects with local, state, and federal agencies.

PROJECT NAME | LOCATION PA&ED PS&E PERMITS ROW CON
Auburn Folsom Road Widening (2 miles) | Placer County    Ave 416 Widening & Realignment (3 miles) | Tulare County      El Camino Real Widening (0.5 miles) | Carlsbad, CA      Green Valley Road Widening (1.5 miles) | Folsom, CA    Greenback Lane Widening (1.5 miles) | Citrus Heights, CA     Highway 59 Widening (1.25 miles) | Merced, CA      Indian Canyon Drive Widening (3 miles) | Palm Springs     McHenry Ave Widening Phase II (0.75 miles) | Stanislaus County     Mountain Ranch Rd Improvements (0.5 miles) | Calaveras County     Road 80 Widening (14 miles) | Tulare County     
San Pablo Ave Corridor Improvements (1 mile) | Palm Desert    Southeast Connector, Segment D3 (7.5 miles) | Folsom, CA      SR-4/Wagon Trail Realignment (7 miles) | Calaveras County      Van Buren Blvd. Widening (0.25 miles) | Jurupa Valley, CA    Woodcreek Oaks Blvd. Widening (1.5 miles) | Roseville, CA      Yucca Loma/Yates Rd Widening (2 miles) | San Bernardino County     

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SECTION II –

PERSONNEL

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Request for Proposal (RFP) for
Section II - Personnel

PROJECT TEAM
Leading our team and coordinating our team’s resources is Project Manager, Michael Greer, PE, TE. Michael brings 17 years of experience in providing civil engineering services for public agency projects. He will be the primary point of contact for this contract and will work hand-in-hand with City staff. His time-sensitive approach to managing projects has resulted in expedited project completion and adherence to project budgets, schedules, and goals. Michael will be directly responsible for contract management and the coordination of all technical work to make sure that project issues and action items are addressed.

In order to meet the City’s needs for this project, we have organized a team that has a proven track record and availability to deliver the project. The team is assembled to give the City the maximum flexibility possible in order to meet all of the contract’s needs. The following table summarizes the qualifications, experience, and commitment of our proposed personnel.

Name, Role, and
Years of Experience
Education and
Licenses/Certifications Areas of Expertise Similar Project Experience Availability

DOKKEN ENGINEERING
Michael Greer, PE, TE
Project Manager
17 years (All with DE)
• BSCE
• CA PE #C79080
• CA TE #TR2845
• Project Management
• Project Delivery
• Phased Project Delivery
• Indian Canyon Drive Widening
• Indian Canyon Drive Over UPRR
• McFadden Ave Protected Bike Lane
50%
Mark Tarrall, PE
Principal-in-Charge | QA/QC Manager
26 years (16 with DE)
• BSCE
• MSCE
• CA PE #C71953
• Quality Control
• Plan Checks
• Agency Coordination
• Prospect Avenue Corridor Enhancement
• El Camino Real Widening
• Town Center Parkway
35%
Justin Thornber, PE
Roadway
15 years (7 with DE)
• BSCE
• CA PE #88901
• Roadway/Roundabouts
• Grading/Site Development
• Complete Streets/ADA
• Indian Canyon Drive Over UPRR
• McFadden Ave Protected Bike Lane &
Bicycle Blvd
• 4th Street ADA Safety Improvements
55%
Charles Tornaci, PE
Structures
25 years (All with DE)
• BSME
• CA PE #C66058
• Bridge Design
• Structure Design
• Retaining/Sound Wall Design
• Sierra Highway Bridge Widening and
Reconstruction, Santa Clarita
• I-805/Palm Ave IC Bridge Widening
Improvements
40%
Ashley Orsaba-Finders, PE, QSD/P
Drainage
18 years (7 with DE)
• BSCE
• MBA
• CA PE #C77894
• CA QSD/P #21380
• Drainage Design
• Hydraulics/Hydrology
• Water Resources
• McHenry Avenue Widening
• Auburn Boulevard Complete Streets
• Elk Grove Florin Sidewalk Improvements
55%
Joe Ostdiek, PE, TE
Traffic/Electrical
25 years (22 with DE)
• BSCE
• CA PE #C65334
• CA TE #TR2508
• Signal/Lighting Design
• ADA Compliance
• Electrical
• Indian Canyon Drive Over UPRR
• Plaza Boulevard Widening
• Newport Avenue Extension
35%
Andrew Romero, EIT
Utilities
10 years (9 with DE)
• BSCE
• CA EIT #155594
• Street Improvements
• Signing & Striping
• Green Streets
• Indian Canyon Driver Over UPRR
• SANDAG’s Inland Rail Trail (8 phase)
• Crescent City ADA Phase 1
50%

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WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Name, Role, and
Years of Experience
Education and
Licenses/Certifications Areas of Expertise Similar Project Experience Availability RailPros
Matt Britten, PE
Rail Crossings
35+ years
• BSCE
• CA PE #C61869
• Rail Design Coordination
• Grade Crossing Design
Coordination
• Permitting Coordination
• Fenton Parkway Grade Crossing
• Redlands Passenger Rail Project
• At-Grade Crossing Safety Improvements
35%
Robert Williams, PE
Rail Crossings
17 years
• BS Civil & Environmental
Engineering
• CA PE #C77487
• Grade Crossing Evaluation
• CPUC and FRA Coordination
• Railroad Coordination
• Fenton Parkway Grade Crossing
• Redlands Passenger Rail Project
• As-Grade Crossing Safety Improvements
40%
RE Services
David Preciado, LLA
Landscape Architecture
32 years
• BSLA
• CA PLA #4286
• Landscape Design
• Irrigation Design
• Streetscape
• East Valley Parkway Widening
• Bear Valley Parkway Widening
• Rancho Vista Boulevard Widening
20%
Jaime Sandoval, LLA
Landscape Architecture
13 years
• BSLA
• CA PLA #6913
• Landscape Design
• Irrigation Design
• Simulation/VIA Graphics
• Rancho Vista Boulevard Widening
• Palomar Grade Separation
• Uptown Bikeway/Pride Promenade Project
40%
Linscott, Law & Greenspan, Engineers (LLG)
Zawwar Saiyed
Traffic
24 years
• MSCE
• CA TR #2525
• RSP 1 #256
• Traffic Analysis Reports/
Traffic Studies
• Travel Demand Forecasting
• Traffic Engineering
• General Plan Update Study Using Orange
County Transportation Analysis Model
• KPC Coachella Specific Plan Traffic Impact
Analysis Report and VMT Analysis
50%
Kim Preap
Traffic
20 years
• BSCE
• CA TR #2833
• Traffic Forecasting and
Impact Analysis
• Transportation Planning and
Site Design
• College Park Fiber Communications Master
Plan
• Lambert Road RTSSP
• Harbor Boulevard RTSSP
50%
NOVA Services, Inc.

Andrew Neuhaus, PG, CEG
Geotechnical
22 years
• BS Geology
• CA PG #8398
• CA CEG #2591
• Geotechnical Engineering
• Geology
• Municipal Infrastructure
• Elsinore Valley Municipal Water District
Upsize Blending Lind at Diamond
• Euclid Avenue Downtown Recycled Water
Project
15%
UNICO Engineering, Inc.

Rob Markes
Survey
37 years
• Boundary Determination
• Construction Staking
• Right of Way Engineering
• Stanfield Cutoff Roundabout at SR-38
• San Bernardino Guardrail Replacements
• Baker Bridge over Mojave River Bridge
40%
Ryan Ming, PLS
Survey
24 years
• CA PLS #8409
• Boundary Determination
• Topographic Surveys
• Legal Descriptions/Mapping
• Stanfield Cutoff Roundabout at SR-38
• Fairmount Avenue Bridge Rehabilitation
• SR-99/Whitlock Parkway Interchange
40%

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12 | Page
Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for

ORGANIZATIONAL CHART
Dokken has assembled a highly qualified team to deliver the Warren Road Improvements project. Our team has a proven track record and availability to provide all deliverables for each phase of this project. Michael and his team have delivered multiphase projects for several agencies throughout California, including the three phase Indian Canyon Drive Interchange, Roadway Widening, and Bridge Over UPRR projects, the last of which is currently in construction. We also worked with SANDAG to deliver seven miles of class one multi-use trail facilities adjacent to railroad tracks in northern San Diego County, which was an eight-phase project due to funding constraints and local agency boundaries. This team provides the City with the maximum flexibility possible to meet all of the contract’s needs.

Our organization chart visually represents the structure of our proposed team and relationship between our Project Manager and support staff.

Resumes for our team are included in the following pages.

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13 | Page
Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for

RESUMES
Mike Greer, PE, TE

PROJECT MANAGER
Education
2008, Civil Engineering, San Diego State University
License/Certification
California Professional Civil Engineer, #C79080
California Professional Traffic Engineer, #TR2845
Experience
17 years (All w/ Dokken)
Mr. Michael (Mike) Greer manages the
design of roadways, roundabouts,
pedestrian / bicycle facilities, and
complete streets in accordance with
City, County, Caltrans, and AASHTO
standards. He also works on traffic
signals, lighting design, and other
electrical infrastructure giving him the unique ability to foresee various potential issues related to traffic design.

He routinely works in the field as a roadway inspector, providing him the opportunity to gain valuable knowledge about construction equipment, practices, and techniques.

Mike and his team have provided roundabout analysis on
dozens of projects, and they know what it takes to
determine the feasibility and constructability of
roundabouts in various settings.

Paseo Santa Fe Streetscape Improvements, Phase II & III | Vista, CA
Project Manager/Project Engineer | Project Manager/
Project Engineer for the PS&E of the South Santa Fe
Streetscape Improvements, Phases II and III. Design
improvements include roundabouts, utility
undergrounding, enhanced landscaping and hardscaping,
pedestrian oriented streetscape furnishings, and water
quality design features that qualify this roadway as a
Green Street.

San Pablo Avenue Streetscape Improvements, Phase I &
II | Palm Desert, CA
Project Engineer | Project Engineer responsible for the design and preparation of plans for the roadway (including pedestrian and roundabouts), traffic electrical (including lighting and signal modifications), and traffic control (including signing and striping) improvements portions of this road-diet project. Roundabout Validation Reports,
City Council Study Session on Roundabouts, and Position Paper on the Use of Roundabouts versus Stop Control at
Intersections were specifically prepared. He also assisted in stakeholder communication and coordination.

Understanding the needs of the corridor and desired
impact of this transformative project were essential in assisting the landscape design team with assembly of the Landscape Features Manual, which will continue to be
used as a guide for newly added amenities to this corridor.

Indian Canyon Bridge & Roadway Widening | Palm
Springs, CA
Project Manager | Responsible for the Preliminary
Engineering, PS&E, Environmental Document, and Bidding
Support services for the widening of Indian Canyon Drive from two lanes to six lanes. Dokken is also providing
construction support to aid in building this project, which also includes replacing the Indian Canyon Drive Overhead structure over the Union Pacific Railroad. The Dokken
team prepared a Traffic Operational Analysis Report,
topographic mapping, geometric alternatives, preliminary grading/drainage design, geotechnical design studies and updated engineer's estimates all documented in a
Preliminary Engineering Report. The project included full examination of potential geometric alternatives to span UPRR R/W with comprehensive cost engineering analysis.

McFadden Avenue Protected Bike Lane & Bicycle
Boulevard | Santa Ana, CA
Project Manager | Project Manager for the PS&E of this
project which will reconfigure the existing four and five lane roadway segments to a three-lane configuration with protected bike lanes in each direction. Improvements
include upgraded signalized intersections with separated bicycle lane detection and leading pedestrian intervals, high visibility crosswalks, and bulb-outs. Coordination with the railroad for improved signalization of train
arrivals was necessary because of the high volume of
pedestrians and cyclists.
4th Street Safety Improvements │ Eureka, CA
Project Manager │ Responsible for the PS&E preparation
and successful delivery of this downtown mobility project to enhance pedestrian, bicycle, and driver safety. Nearly 100 curb ramp and 100 driveway upgrades were provided
to ensure ADA compliance along with 20 new bulb-outs to reduce pedestrian exposure within crosswalks.

Modifications to six traffic signals were provided as well as one new traffic signal and improvements to storm drain
inlets as needed. Designs and quantities for pavement
rehabilitation in the form of grind/overlay with
intermittent digouts or roadway patching were also
included in this project.

ADDITIONAL EXPERIENCE
• Prospect Avenue Corridor Enhancement, Santee,
CA
• Bobier Drive at Calle Jules and Foothill at Oak Drive, Vista, CA

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Mark Tarrall, PE
PRINCIPAL -IN-CHARGE │ QA/QC MANAGER
Education
1997, MS Civil Engineering, Georgia Tech
1996, BS Civil Engineering, Virginia Tech
License/Certification
California Professional Civil Engineer, #C71953
Experience
26 years (16 w/ Dokken)
Mr. Mark Tarrall has over 26 years of
experience and specializes in the
management, permitting and design
of transportation related projects
including local roadway,
interchange, bike path, highway
widening, and transit projects. Mr.

Tarrall has led both local agency and Caltrans projects through the concept planning, preliminary engineering,
Environmental Document approval, right of way
acquisition, and preparation of Final Plans, Specifications and Estimate (PS&E). He is experienced in geometric
designs, ADA analysis, drainage design, utility
coordination, environmental permitting, public outreach, and Caltrans and local agency procedures and standards.

Prospect Avenue Corridor Enhancement | Santee, CA
Project Manager | Project Manager for the Plans,
Specifications and Estimate of this $23 million corridor enhancement road widening. Prospect Avenue is
classified as a Minor Arterial in the California Road System.

Approximately 1.2 miles of the 3.4-mile Prospect Avenue serves as a heavily travelled industrial throughway for local businesses, construction companies, and residences.

The project relied heavily on right-of-way coordination with property owners, utility companies and the County of San Diego (Gillespie Field) in order to meet deadlines and secure project funding. A significant component of the
project was the Rule 20B undergrounding of overhead
utilities throughout the corridor.

El Camino Real from Cassia Road to Camino Vida Roble |
Carlsbad, CA
Project Manager | Project Manager responsible for the
delivery of PS&E for the project. The project will provide complete street improvements matching adjacent, multimodal roadway segments along El Camino Real, between Cassia Road and Camino Vida Roble. Roadway widening
with a buffered bike lane and newly added sidewalk will be provided north of Cinnabar Way, where the third
northbound lane will be carried through to Camino Vida
Roble.

Plaza Boulevard Widening, National City, CA
Project Manager | Project Manager responsible for the
final design of a local roadway widening project including the roadway design, utility coordination, plan
preparation, spec writing, and estimates. The project
constructed the widening of Plaza Boulevard from a four lane major road to a six lane arterial for approximately 1/4 mile. Also included in the project is the SDG&E
underground conversion throughout the corridor.

Alvarado Canyon Road Realignment, San Marcos, CA
Project Manager | Project Manager for the planning,
development, and evaluation of alternatives for the
Alvarado Canyon Road Realignment Project. Multiple
alternatives to realign or cul-de-sac Alvarado Canyon Road were evaluated, which would eliminate the direct
connection between the existing commercial frontage
road and the I-8 westbound off-ramp to Fairmount
Ave/Mission Gorge Road. The Dokken Engineering team
was responsible for development of the preliminary
roadway geometrics, evaluation of improvements to the
Alvarado Creek channel to address the undersized triplebox culvert at Fairmount Avenue, preparation of an environmental constraints analysis, traffic analysis for the proposed project alternatives, preparation of preliminary advanced planning studies for new roadway bridges over
Alvarado Creek, and preparation of a Project Study Report (PSR) Equivalent.

Miramar Street and Athena Circle Improvements, UCSD,
San Diego, CA
Project Manager | Project Manager for the development
of conceptual design plans through final Construction
Documents for this roadway and utility improvement
project on the UC San Diego Campus. The project included design services for a new roadway connection linking
Mesa Housing and Science Research Park, including
necessary upgrades to immediate surrounding streets.

The project also includes improvements to existing
Miramar Street, Athena Circle and the Regents
Road/Miramar Street connection in the City of San Diego right of way. Utility infrastructure upgrades (water, sewer, storm drain, reclaimed water, electric, gas and telecom) were also included as part of the project to support the University’s Long Range Development Plan.

Town Center Parkway, Santee, CA
Project Manager | Project Manager for the final design of the $2.5M Town Center Parkway Widening and Public
Improvements along the frontage of Parcel 3 (Future
Theater Site). The project consists of roadway widening, a raised decorative lithocrete intersection, pedestrian
facilities, drainage improvements and the installation of a traffic signal at Riverview Parkway and Town Center
Parkway.

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15 | Page
Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Justin Thornber, PE

ROADWAY
Education
2010, BS Civil Engineering, San Diego State University
License/Certification
California Professional Civil Engineer, #C88901
Experience
15 years (7 w/ Dokken)
Mr. Justin Thornber has a
demonstrated history of civil design
excellence specifically on-site
development plans, construction
plans, restoration plans, and grading
and erosion control plans. Mr.

Thornber is proficient using AutoCAD
Civil 3D, Microstation Inroads, HydroCAD, ArcMAP,
Flowmaster, Bluebeam, and Projectwise.

San Pablo Avenue Corridor Improvements, Phase 1 & 2 |
Palm Desert, CA
Project Engineer | Justin was responsible for preparing the ATP cycle 4 grant application for San Pablo Avenue. He designed the driveways and curb ramps along the San
Pablo corridor and developed the cost estimate separated by funding source to aid with funding decisions. He
reduced construction cost by recommending grind and
overlay work, instead of full depth removal, between
Royal Palm Drive and Fred Waring Drive.

McFadden Avenue Protected Bike Lane & Bicycle
Boulevard| Santa Ana, CA
Project Engineer for the PS&E of this project which will reconfigure the existing four and five lane roadway
segments to a three-lane configuration with protected
bike lanes in each direction. Improvements include
upgraded signalized intersections with separated bicycle lane detection and leading pedestrian intervals, high
visibility crosswalks, and bulb-outs. Coordination with the railroad for improved signalization of train arrivals was necessary because of the high volume of pedestrians and cyclists.
4th Street Safety Improvements | Caltrans District 1,
Eureka, CA
Associate Engineer | Justin was responsible for the
preliminary engineering and PS&E of this project located in Humboldt County. Project features included
constructing bulbouts, reconstructing curb ramps,
installing storm drain, pavement overlay and restriping roadway, converting to three lanes of travel South of V Street, and a new traffic signal at L Street and signal interconnect conduit.

Charles Tornaci, PE

STRUCTURES
Education
1999, BS Mechanical Engineering, Cal Poly San Luis Obispo License/Certification
California Professional Civil Engineer, #C66058
Experience
25 years (All w/ Dokken)
Mr. Charles Tornaci is Dokken’s San
Diego structures team leader, both
overseeing and performing the
structural analysis and design
efforts for bridge projects in
Southern California. With over 25
years of experience, he is very familiar
with Caltrans Local Assistance and Division of Structures standards and practices, specializing in innovative and cost-effective design solutions. He has been involved in the planning, design, construction, and seismic retrofits of vehicular and pedestrian bridges, retaining walls,
stairways, and bike trails.

Friars Road/SR-163 Interchange | San Diego, CA
Structures Project Engineer| Responsible for the design of 3 overhead bridge mounted signs on Friars Road OC, 9 retaining walls along Friars Road, and a culvert extension within Caltrans right-of-way below Friars Road. Culvert extension required a soldier pile retaining wall to support the existing parking lot. Culvert extension and retaining walls also required special design to clear existing utilities and stay within existing right-of-way limits.

City of Palm Desert Preventive Maintenance | Palm
Desert, CA
Project Manager │ Responsible for the Bridge Preventive Maintenance Program and Prioritization List, including a report documenting the City’s bridge inventory and
maintenance needs, scoring criteria, construction cost
estimates, and condition photo documentation of bridges.

Worked with City staff to organize a multi-year phasing strategy for the maintenance work in conjunction with
City fiscal year budget allocations and led the PS&E
completion of five structures.

Schleisman Road Bridge Widening | Riverside County, CA
Project Engineer │ Project Engineer/Bridge Designer
responsible for the PS&E, coordinating with roadway
designers, Riverside County, San Bernardino County Flood Control and U.S. Army Corps of Engineers for permits and plans approval. This project widened the existing threespan reinforced concrete T-beam over Cucamonga Creek using precast pretensioned concrete I-girders.

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Ashley Orsaba-Finders, PE,
QSD/P

DRAINAGE/WATER QUALITY
Education
2012, MBA, Drexel University
2007, BS, Civil Engineering, California State University, Sacramento
License/Certification
California Professional Civil Engineer, #C77894
California QSD/QSP, #21380
Experience
18 years (7 w/ Dokken)
Ms. Ashley Orsaba-Finders has over 18
years of experience in project
management, civil engineering, site
development, environmental
engineering, municipal engineering,
planning, and GIS analysis. She is
experienced in design, hydraulic
modeling, planning, drafting and design of civil
engineering projects including roadways, water resources, utility design, site design, and pump stations.

Avenue 66 Grade Separation| Mecca, CA
Drainage Engineer | Ashley was a drainage engineer for
the Avenue 66 Grade Separation over SR-111 and UPRR
project for the County of Riverside and Caltrans. This
effort included compilation of two separate Drainage
Reports, one County and one Caltrans, and the design and analysis of retention basins, detention basins, ditches, pipelines, inlets, and culverts.

Avenue 66 Water Transmission Main, Phase 1A & 1B |
Riverside County, CA
Drainage Engineer | During construction of the Avenue 66 Grade Separation project, utility relocations performed by IID impacted an existing 12” waterline running along
Hammond Road. Ashley assisted with the drainage design
for the relocation plans for approximately 825’ of
waterline, including incorporating the upsizing of the
existing line from 12” to 18”.

Bear Valley Bridge over the Mojave River | Riverside
County, CA
Drainage Engineer | Dokken provided alternatives
analysis, PA&ED, final design, right of way, and funding support services for this HBP project to improve safety and widen the bridge to meet current design standards.

Project is in final design. Ashley was responsible for
preparation of the roadway drainage report and the
road/bridge drainage PS&E.

Joe Ostdiek, PE, TE

TRAFFIC/ELECTRICAL
Education
1999, BS Civil Engineering, San Jose State University
License/Certification
California Professional Civil Engineer, #C65334
California Professional Traffic Engineer, #TR2508
Experience
25 years (22 w/ Dokken)
Mr. Joe Ostdiek is a Senior Signal and
Lighting Design Engineer with 25
years of experience in the layout,
design, and estimating of
modifications to existing and new
signals, street lighting plans, striping
plans, and signing plans. Joe also has
extensive knowledge and experience with ADA and
California Accessibility Standards. Joe leads the traffic signal and lighting design for all of Dokken’s roadway, interchange, bridge, and trail projects.

San Pablo Avenue Corridor Improvements Phases 1 & 2 |
Palm Desert, CA
Signal and Lighting Design Engineer | Joe made
recommendations for traffic signal modifications and
lighting improvements including intersection,
roundabout, decorative, and in-pavement roadway
lighting. Joe was responsible for oversight of the PS&E development, as well as the selection of fixtures and
writing of electrical specifications for this project. This “road diet” project reduced the existing travel lanes of San Pablo Avenue from four to two. The project included
components such as roadway improvements, bike lanes,
ADA curb ramps, bulbouts, planter islands, drainage
facilities, traffic signal improvements, expansion of street parking, landscaping, and artistic features.

Yucca Loma Boulevard/Yates Road/Green Tree
Boulevard Extension | Apple Valley, Victorville, and San Bernardino County, CA
Signal and Lighting Design Engineer | This project consists of a three-mile-long roadway extension and widening. The project involves construction of a four-lane connection between Yucca Loma Road in the Town of Apple Valley
and Green Tree Boulevard in the City of Victorville, via Yates Road in San Bernardino County. Joe was responsible for the design of signals at two intersections,
modifications at two existing signalized intersections, and roadway and bridge lighting.

ADDITIONAL EXPERIENCE
• SR-18/Apple Valley Road, Apple Valley, CA

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17 | Page
Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Andrew Romero, EIT

UTILITIES
Education
2014, BS Civil & Environmental Engineering, Cal State
Fullerton
License/Certification
California Civil Engineer in Training, #155594
Experience
10 years (9 w/ Dokken)
Mr. Andrew Romero assists senior
engineers in various aspects of
roadway and highway design in
accordance with City, County,
California Department of
Transportation (Caltrans), and
American Association of State Highway
Transportation Officials (AASHTO) standards.

Responsibilities include lead designer on multiple
projects, coordination between consultants and clients, and overseeing tasks handed to interns.

San Pablo Avenue Corridor Improvements, Phase 1 & 2 |
Palm Desert, CA
Assistant Engineer | This “road diet” project reduced the existing travel lanes of San Pablo Avenue from four to two between Highway 111 to Fred Waring Drive. The project
included components such as roadway improvements,
bike lanes, ADA curb ramps, bulbouts, planter islands,
drainage facilities, traffic signal improvements, expansion of street parking, landscaping, and artistic features.

Andrew was responsible for plan production for
construction details, plan and profiles, and signing and striping.

Paseo Santa Fe Streetscape Improvements, Phase 2 & 3
| Vista, CA
Assistant Engineer │ Redeveloped a portion of South
Santa Fe Avenue with streetscape improvements and
roundabouts. Design improvements include roundabouts,
utility undergrounding, enhanced landscaping and
hardscaping, pedestrian oriented streetscape furnishings, and water quality design features that will qualify this roadway as a Green Street. Andrew was responsible for
roadway, curb ramp, and streetscape design. As well and putting the plan production and estimate for the City of Vista.

ADDITIONAL EXPERIENCE
• Miramar Street and Athena Circle Improvements,
San Diego, CA
• Inland Rail Trail (8 Phases), San Diego County, CA
• Crescent City ADA Phase 1, Crescent City, CA
Matt Britten, PE
RailPros

RAIL CROSSINGS
Education
1988, BS Civil Engineering, Cal Poly Pomona
License/Certification
California Professional Civil Engineer, #C61869
Experience
35+ years
Mr. Matt Britten has over 35 years of
experience in general civil,
environmental, and transportation
engineering. His wide base of
experience ranges from civil
services management to supervision
of engineering work, including roadway
improvements; hydraulic design and system
implementation; hydrologic issues; drainage and erosion control; earthwork; public works; commuter rail transit systems and transit facilities; environmental compliance issues; bid documentation and processing; special
provisions; cost estimating; scheduling; and construction management. This work experience involved multiple
clients coming from the federal, public, and private
sectors. His recent work includes projects for SANDAG,
NCTD, MTS, City of Menifee, County of Riverside,
Metrolink, and UPRR and BNSF Railroads.

Fenton Parkway Grade Crossing | San Diego, CA
Project Manager | Matt provides civil engineering
technical oversight on design aspects including grading, drainage, roadway improvements, geometric layout and
modeling, retaining walls, ADA compliance, construction phasing, exhibits for reports/studies, impact analysis to ROW, design coordination with other disciplines, and
assist with CPUC coordination and processing. In addition, Matt provides technical oversight for preparation of plans, technical specifications, cost estimating, feasibility
reports, and participates in general quality control
procedures throughout the design process.

Redlands Passenger Rail Project | San Bernardino, CA
Design Engineer | Matt provided Third-Party Plan Review support to SBCTA for the nine-mile Redlands Commuter
Rail project. He performed and coordinated plan reviews in relation to utilities, grading and drainage, and train station layouts. in compliance with SBCTA and AREMA
standards and local governing agency regulations and
standards. The project included the implementation of
new stations, 22 at-grade crossing safety improvements
and establishment of two quiet zones.

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Robert Williams, PE
RailPros

RAIL CROSSINGS
Education
2006, BS Civil & Environmental Engineering, Brigham
Young University
License/Certification
California Professional Civil Engineer, #C77487
Experience
17 years
Mr. Robert Williams has over 17 years
of engineering experience in
railroad project management,
design, and coordination. He has
designed and managed
improvements on various rail,
infrastructure, and crossing projects
throughout Southern California. His diverse capabilities include grade crossing safety evaluations, railroad, public agency, and stakeholder coordination; plan and
specification development, review, and compliance;
report development and writing; schedule development;
budget control; and contract compliance.

Fenton Parkway Grade Crossing | San Diego, CA
Railroad Design Engineer | Robert is providing design
services to develop construction documents, including
plans, specifications, and cost estimates for a new atgrade railroad crossing at Fenton Parkway. Robert led the CPUC coordination and documentation development,
leading stakeholder site diagnostics, supporting the
development improvements, and preparing and
coordinating two CPUC formal applications.

Redlands Passenger Rail Project | San Bernardino, CA
Railroad Design Engineer │ Robert supported the
Program Management Team with providing project
railroad and crossing coordination support working with Metrolink, CPUC, FRA, BNSF, and local agencies. Robert
participated in crossing evaluations for 22 crossings,
provided recommendations, and led diagnostic team
meetings and the development of CPUC and FRA
documentation. Support included holding stakeholder site diagnostic meetings, developing CPUC Formal
Applications, GO 88-B Documentation and Form Gs, and
holding site walkthroughs. Robert led the development
and coordination of CPUC documentation and facilitated
processing of Formal Applications resulting in expedited approvals within eight months.

David Preciado, LLA
RE Services

LANDSCAPE ARCHITECTURE
Education
1992, BS Landscape Architecture, Cal Poly San Luis
Obispo
License/Certification
California Licensed Landscape Architect, #4286
California Qualified QSP, #28019
Experience
32 years
Mr. David Preciado is a Principal
Landscape Architect with over 32
years of experience in landscape
design, site planning, construction
documents preparation, and
construction observation services for
public and private projects that include
the design of streetscape Landscape Concept Plans,
Construction Documentation and Construction
Administration for many roadway facilities in Southern
California.

East Valley Parkway Widening | Escondido, CA
Project Manager/Landscape Architect | Responsible for
the preparation of conceptual streetscape design and
Landscape Concept Plan. Construction documents were
then prepared for the streetscape widening that included the design of median colored stamped pavings, median
landscape plantings, entry signage monument, irrigation control systems, bioretention basin plantings, fencing and irrigation modifications at adjacent dog park facility and private residences. The project won the 2019 American
Public Works Association ‘Honor Award’ for Roadway
Widening category.

Bear Valley Parkway Widening | Escondido, CA
Project Manager/Landscape Architect │ Responsible for
the preparation of conceptual streetscape design,
Landscape Concept Plan and construction documents for
the streetscape widening that included parkway and
median landscape plantings, irrigation control systems, and trench bioretention surface rock treatments and
landscape planting. The parkway landscape treatments
included street trees and shrubs with bioretention basins intended to capture and clean high storm water flows
from the widened roadway surfaces. Several slopes were
landscaped with trees, native shrubs and hydroseeding to establish slopes as permanent erosion control BMPs. The project won the 2017 American Public Works Association
‘Project of the Year Award’.

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19 | Page
Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Jaime Sandoval, LLA
RE Services

LANDSCAPE ARCHITECTURE
Education
2010, BS Landscape Architecture, University of California Davis
License/Certification
California Licensed Landscape Architect, #6913
Experience
13 years
Mr. Jaime Sandoval has more than 13
years of expertise in delivering
services in Landscape Architectural
Design, Architectural Graphics, and
Construction Administration, with a
focus on various sectors including
transportation/transit infrastructure
and public works. Jaime has contributed on a variety of projects for Caltrans, MTS, and SANDAG, and possesses a profound understanding of local geography and the
challenges faced by project owners.

Rancho Vista Boulevard Widening | Palmdale, CA
Landscape Architect | This roadway project entailed the widening of a half-mile stretch of Rancho Vista Boulevard in the City of Palmdale requiring landscape architectural design services. The widening includes the addition of
sidewalks, medians, streetscape planting and irrigation systems. As the Landscape Designer, Mr. Sandoval was
responsible for the design and drawing of the planting and irrigation systems for inclusion in the construction plans, specifications, and cost estimate package. Jaime took
close consideration when selecting a visually appealing plant palette that followed to city guidelines. Additionally, Mr. Sandoval handled the day-to-day coordination and
QA/QC process to ensure that all project tasks are
addressed.

Palomar Grade Separation | Chula Vista, CA
Landscape Architect │ In the role of the visualization
specialist, Jaime's responsibilities included creating 3D models and photorealistic visual simulation renderings for use in a Visual Impact Assessment. The project focused on the realignment of Palomar Street to pass beneath the
existing railway tracks at Industrial Boulevard.

Additionally, the simulations incorporated several critical elements, such as alternative pedestrian configurations, enhancements to ADA and bikeway infrastructure,
updates to traffic signal equipment, enhanced landscapes, the use of decorative wall materials, and modifications to stairs.

Zawwar Saiyed, MS, PE, RSP
LLG

TRAFFIC
Education
MS Civil Engineering, University of Arizona
License/Certification
California Professional Traffic Engineer, #2525
TPCB Road Safety Professional, RSP 1 #256
Experience
24 years
Mr. Zawwar Saiyed is a licensed Traffic
Engineer in the State of California
and a Certified Road Safety
Professional (RSP) with the
Transportation Professional
Certification Board, Inc. He earned his
Master of Science in Civil Engineering,
with a specialization in Traffic Engineering and
Transportation Planning, from the University of Arizona, Tucson and has over 24 years of experience working on
traffic engineering and transportation engineering
projects throughout California and abroad. Mr. Saiyed has extensive experience in travel demand modeling, Vehicle Miles Traveled (VMT) analyses and Travel Demand
Management (TDM) mitigation measures, preparation of
Traffic Impact Analysis (TIA) reports for a variety of land uses, site access and operational plans, parking studies and parking management plans. Mr. Saiyed is proficient in utilizing TransCAD, ArcGIS Pro, AutoCAD, Highway
Capacity Software, Vistro, Synchro and the MS Office
Suite. Mr. Saiyed provides oversight and oversees the
travel demand modeling and transportation planning
teams. In addition, he currently provides on-call traffic engineering and transportation planning consultation
services to the City of Anaheim, the City of Dana Point, City of Chino Hills and the City of Long Beach. His expertise in traffic engineering and transportation planning helps LLG continue its tradition of excellence in the region.

REPRESENTATIVE EXPERIENCE
• General Plan Update Study Using Orange County
Transportation Analysis Model, Laguna Niguel, CA
• KPC Coachella Specific Plan Traffic Impact Analysis
Report and VMT Analyses, Coachella, CA
• Robinson Rancheria Safety Action Plan, Nice, CA
• Mechoopda Indian Tribe of Chico Rancheria LongRange Transportation Plan, Chico, CA • Sempra Oil Field Development Truck Access
Assessment and Evaluation Study, La Habra, CA
• Rolling Hills Casino Amphitheater Traffic
Management Plan & Freeway Queuing Analyses,
Corning, CA

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20 | Page
Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Kim Preap, PE
LLG

TRAFFIC
Education
BS Civil Engineering, University of California Irvine
License/Certification
California Professional Traffic Engineer, #2833
Experience
20 years
Mr. Kim Preap is a licensed Traffic
Engineer in the state of California.

He earned his Bachelor of Science in
Civil Engineering from University of
California, Irvine, with a focus in
Transportation Engineering and has
over 20 years of experience working on
traffic engineering projects throughout the Southern
California region. Mr. Preap has extensive experience in roadway operation system designs, CCTV, ITS, and fiber
optics communication, among others. He has also
performed various large scale projects for Caltrans. Mr.

Preap has extensive experience in the design of traffic signals, street lighting, signing and striping, and traffic control plans, pedestrian accessibility upgrades and has succeeded in completing more than 150 traffic signal
related designs. In addition, he provides “oncall”
consulting services for the Cities of Dana Point, Fullerton, Brea, Anaheim, and Long Beach in Southern California. Mr.

Preap expertise in traffic engineering helps LLG continue its tradition of excellence in the region.

REPRESENTATIVE EXPERIENCE
• College Park Fiber Communications Master Plan,
Chino, CA
• Lambert Road RTSSP, La Habra, CA
• Harbor Boulevard RTSSP, Costa Mesa, CA
• Yorba, Fullerton, CA
• 4th at Cabrillo Signal Design Plans and
Signing/Striping Design Plans, Santa Ana, CA
• Casa Blanca Safe Route to School Design Plans,
Riverside, CA
• Bergamot Safe Route to School Design Plans,
Redlands, CA
• Shoreline Drive Bike Connectivity Design Plans,
Long Beach, CA
• Avenue of the Arts Roundabout Design Plan | Lions
Park Pedestrian Connectivity Design Plans, Costa
Mesa, CA
• La Cresta Drive Traffic Calming Design Plans, Dana
Point, CA
Andrew Neuhaus, PG, CEG
NOVA Services, Inc.

GEOTECHNICAL
Education
2002, BS Geology, California Lutheran University
License/Certification
California Professional Geologist, #8398
California Certified Engineering Geologist, #2591
Experience
22 years
Mr. Andrew Neuhaus has 22 years of
experience as an engineering
geologist and is well versed in the
planning and coordination of
geotechnical investigations and
implementation of project work
plans, safety plans, and permit
acquisition. He produces soil exploration logs in
accordance with USCS standards utilizing his deep
comprehension of subsurface soil conditions. He is skilled in geologic records research for site investigations and reconnaissance and compiles complex geologic data sets
for presentation. During construction, Andrew advises on grading cleanouts, keyways construction, slope
reinforcement, backfill operations, and deep foundation operations.

Elsinore Valley Municipal Water District Upsize Blending Lind at Diamond | Lake Elsinore, CA
Project Manager/Geologist | The District operates a
potable water distribution system to provide water to its customers. Groundwater from several of the District’s
wells exceeds the Maximum Contaminant Levels for
arsenic and must be treated and/or blended with water
from other wells prior to customer delivery. This project will consist of upsizing approximately 3,000 lf of the 12- inch PVC pipe to 20-inch PVC pipe. The new pipeline will be constructed adjacent to the existing pipeline with
similar invert depths below the pavement.

Euclid Avenue Downtown Recycled Water Project |
Ontario, CA
Project Manager/Senior Engineering Geologist | The
project involved the design and installation of recycled water mains at five locations in the City of Ontario. The water mains will include 4,225 linear feet (lf) of 12-inch diameter pipe on Euclid Avenue; 2,290 lf of 8-inch pipe on East D Street; 420 lf of 8-inch pipe on East C Street; 15,335 lf of 24-inch pipe on East Riverside Drive; and an optional 895 lf of 8-inch pipe at another location on Euclid Avenue.

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Rob Markes
UNICO Engineering, Inc.

SURVEY
Experience
37 years
Mr. Rob Markes has worked in the
survey industry for 37 years. As
crew chief, Rob oversees field
procedures and is responsible for all
office and field personnel. He is an
experienced Survey Crew Chief,
excelling in topographic mapping,
construction staking, and boundary surveys. His land
surveying expertise includes supervising and performing Global Positioning System surveys, topographic surveys, aerial control surveys, horizontal and vertical control networks, title surveys, boundary surveys, cadastral
surveys, geodetic surveys, engineering surveys and
construction surveys, plus construction control and
staking for a wide range of projects.

Stanfield Cutoff Roundabout at SR-38 | San Bernardino
County, CA
Surveyor Manager | Located at the intersection of
Stanfield Cutoff at North Shore Drive/State Highway 38 in Big Bear, this project will construct a roundabout
intersection with landscaped medians, a multi-use path, crosswalks, sidewalks, ADA ramps, streetlights, drainage improvements and bike lanes. Surveying services included boundary and right of way review and the preparation of an appraisal map and plats and legal descriptions.

Guardrail Replacements | San Bernardino, CA
Surveyor Manager │ This project replaces guardrails,
bridge barriers, and end treatments at various locations throughout the Crestline/Lake Arrowhead/Big Bear Lake,
Del Rosa, Devore, and Pioneertown areas. UNICO
provided right of way and boundary mapping at each
guardrail location, as well as preparing plats and legal descriptions, temporary construction easements, and
permits to enter and construct.

Baker Bridge over Mojave River Bridge Replacement |
San Bernardino County, CA
Surveyor Manager │ The project is located 0.2 miles
southwest of Death Valley Road in the community of
Baker and replaces a two-lane bridge with a four-lane
bridge to improve local traffic circulation. The existing bridge will be replaced with a 6-foot high, 20-foot long, 104-feet wide concrete bridge. UNICO provided
topographic survey services.

Ryan Ming, PLS
UNICO Engineering, Inc.

SURVEY
License/Certification
California Professional Land Surveyor, #8409
Experience
24 years
Mr. Ryan Ming is a professional land
surveyor with over 24 years of
experience in managing land
surveying activities and staffing;
responsible for ensuring that sound
land surveying principles are
followed and that quality assurance
goals are obtained; as well as participating in the
development of best practices related to land surveying.

He has thorough knowledge of principles, practices and
procedures of boundary surveys, ALTA surveys,
topographical surveys, construction surveys, and control surveys.

Stanfield Cutoff Roundabout at SR-38 | San Bernardino
County, CA
Senior Land Surveyor | Located at the intersection of
Stanfield Cutoff at North Shore Drive/State Highway 38 in Big Bear, this project will construct a roundabout
intersection with landscaped medians, a multi-use path, crosswalks, sidewalks, ADA ramps, streetlights, drainage improvements and bike lanes. UNICO is providing
surveying services, including boundary and right of way review and the preparation of an appraisal map and plats and legal descriptions. Responsible for field survey,
topographic mapping, and right-way-engineering.

Fairmount Avenue Bridge Rehabilitation | San Diego, CA
Senior Land Surveyor │ This project provides an improved path of travel for vehicles, cyclists, and pedestrians
accessing the left/right Fairmount Avenue Bridges.

Improvements are to extend the service life of the bridges.

UNICO is providing supplemental topographic and
mapping services. Responsible for field survey and
topographic mapping.

SR-99/Whitelock Parkway Interchange | Elk Grove, CA
Senior Land Surveyor │ The project includes a new
interchange at Whitelock Parkway and State Route 99
(SR99), potential bike/pedestrian crossing over SR99,
realignment or modifications to East Stockton and West
Stockton Boulevards and widening of Whitelock Parkway.

Responsible for topographic and boundary survey, right of way engineering, and preparation of plats and legal
descriptions.

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for

SUBCONSULTANTS
To supplement Dokken’s in-house resources, we use trusted subconsultants that we have established working relationships with and who have experience in the required project technical areas. For the Warren Road Improvements Project, we’ve included the following subs with expertise in rail crossings, landscape design, surveying, traffic and geotechnical engineering:

RailPros
Role: Rail Crossings
Since their founding in 2000, RailPros has become an
industry leader for their insight and expertise in railway engineering for railroad track, railroad site infrastructure, rail layout, and railroad development projects. Their team of railway systems experts and railroad engineers stays at the top of the field through active involvement in rail industry professional organizations. They are also active participants in developing the railroad industry’s railway engineering standards and best practices, so you can trust that their understanding of the railroad industry is always on the cutting edge. RailPros’ Engineering team brings
together talent, innovation, and knowledge that brings
clients back year after year. Rail transportation
engineering professionals are available for all rail projects.

RE Services
Role: Landscape Design
RE Services is a multi-disciplinary firm that offers
Construction Management and Landscape Architectural
Design Services to prime consultants, public agencies, and private companies in the Southern California region. Their highly skilled Landscape Architecture design professionals have extensive experience in a variety of public agency projects such as streetscape or roadway widening, slope stabilization, ADA improvements, multi-modal transit, and transportation projects. Theirstaff is highly experienced in the design of streetscape and roadway widening
landscape projects that require appropriate plant
selection and irrigation systems to establish new
plantings. They also have expertise in revegetation
projects including California native species used for
erosion control and revegetation of disturbed slopes,
vegetated bioswales and basins for on-site stormwater
management.

Linscott, Law & Greenspan, Engineers
Role: Traffic Engineering
Linscott, Law & Greenspan, Engineers (LLG) a Small
Business Enterprise (SBE), provides state of the art
transportation planning, traffic engineering and parking consulting services. Project organization is structured so that Principals and Senior Staff maintain direct
involvement from project initiation to completion,
ensuring a quality product that is clear, easily understood and will support the project’s needs and the public review process. Since our founding in 1966, in excess of 20,000 engagements have been completed involving a wide
variety of projects throughout the United States and
Overseas. We provide insightful, accurate and innovate
transportation planning and traffic engineering solutions that emphasize the importance of safe, equitable and
efficient mobility for the traveling public.

NOVA Services, Inc.

Role: Geotechnical Engineering
Barnett Quality Control Services, Inc. dba NOVA Services, Inc. (NOVA) has been providing geotechnical engineering, special inspection, and materials testing services since 2008 throughout southern California. NOVA has a staff of over 85 registered engineers and geologists, inspectors, project managers, technicians, and support personnel
committed to providing clients with exceptional service.

Their laboratory undergoes regular assessments and
participates in Proficiency Sample Programs with the
Cement and Concrete Reference Laboratory (CCRL) and
AASHTO re:source (formerly AMRL). Their geotechnical
and geological services are adapted to the needs of each project and include field investigations, foundation
analyses for deep and shallow foundations, foundation
vibration studies and monitoring, soil improvement, slope stability analysis, numerical modeling of complex soilstructure interactions, wall design, shoring design, retaining wall design and lateral earth pressure
evaluation, erodability studies, blasting studies, and
geophysical investigations. They have provided
geotechnical investigations for various infrastructure and municipal facilities including pipelines, sewer projects, parks, a CNG fueling station, and Fire Station 52.

UNICO Engineering
Role: Survey Engineering
Established in 2013, UNICO Engineering is a certified DBE firm that is fully committed to providing high quality
construction management, engineering, and land
surveying services to public and private clients. Their survey team has the technology and experience to
address any surveying needs, including topographic
mapping, bathymetric (hydrographic) surveys, ALTAs,
boundary surveys, construction staking, easements, aerial surveys, right of ways, terrestrial LiDAR scanning and
drone surveying. Using the latest in GPS and robotic total station technology, they work efficiently and deliver
accurate results. They are experienced in delivering
projects that meet local, state, and federal requirements.

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SECTION III –

PROJECT SCOPE

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
Section III – Project Scope

PROJECT UNDERSTANDING
The Dokken Engineering Team has thoroughly evaluated the City of Hemet’s RFP for the Warren Road Improvements Project and responses to proposer questions provided by the City. We understand the fast growth anticipated within the City in the future and recognize the importance of this valuable infrastructure expansion project. The City is proposing to widen Warren Road, from Domenigoni Parkway to Esplanade Avenue to a four-lane roadway per the General Plan. To improve vehicular traffic with the addition of travel lanes, careful attention should also be given to pedestrian and bicycle paths. This includes adding new sidewalks, bike lanes, and high-visibility crosswalks to close gaps in the pedestrian, equestrian, and bicycle networks, ultimately enhancing mobility for all. We have visited the project site to put boots on the ground and evaluate the limits of improvements along the corridor, as well as review design considerations at each intersection and potential impacts to adjacent properties including several drainage facilities. We acknowledge that Warren Road starts and ends as a two-lane roadway, with its southern terminus at Domenigoni Parkway and its northern terminus at Esplanade Avenue. Throughout the corridor, several segments have been widened, and multiple intersections exist with different configurations. With Warren Road serving as a major north-south thoroughfare, and
significant vehicular traffic utilizing this roadway to both cross and access State Route 74, improving safety and accessibility for all users, including the most vulnerable of pedestrians and cyclists, is of utmost importance.

As noted in the RFP, the preparation of proposed street improvement plans will be phased as follows:
 Phase 1 – Esplanade Avenue to Stetson Avenue
 Phase 2 – Stetson Avenue to Salt Creek Bridge
 Phase 3 – Salt Creek Bridge Widening
The corridor length is approximately five miles in total; phasing improvements allows the City ample time to secure construction funding, coordinate with property owners, and develop cost effective structure widening strategies. The first phase is just over three miles in length, the second phase just under two miles in length, and the third phase widens the 500-foot-long Salt Creek Bridge at Domenigoni Parkway.

To meet design objectives our team will, upon project start-up, thoroughly inventory the existing assets and features along the corridor. For example, we will accurately identify and locate all utilities, storm drain channels, and water conveyance systems within the project boundaries to minimize impacts. We will use this inventory to help protect existing infrastructure and communicate areas that are being proposed for improvements.

Additional assets our team commonly inventories and tracks are existing infrastructure elements such as signing, striping, pavement markings, traffic control devices, structures, and private property features adjacent to the roadway. As evidenced from our site visit, we have identified four existing traffic signals along this corridor. Signalized intersections with Warren Road exist at 1) Domenigoni Parkway, 2) Mustang Way, 3) Hemet Auto Mall, and 4) Florida Avenue. As with our utility and
signing/striping infrastructure inventory, upon project initiation we will perform a thorough examination of equipment at these existing signalized intersections to properly identify equipment that may be impacted by proposed improvements.

Warren Road Project Phase Limits

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for

KEY PROJECT CHALLENGES
Our team has identified key project challenges while analyzing the Warren Road Improvements Project. These challenges, along with our team’s unique solutions, have been outlined below and further elaborated on pages that follow to highlight the benefit our Dokken Engineering Team brings to you.

CITY/PROJECT CHALLENGE DOKKEN TEAM SOLUTIONS BENEFIT(S) TO THE CITY Project Phasing, Funding, and Construction Document Preparation Considerations Phased roadway improvement
projects offer a few challenges and
opportunities to be aware of when
scoping project approval tasks.

Minimizing traffic disruptions by
the roadway project and adjacent
developer improvement projects
can be a challenge without proper
communication and coordination.

Existing infrastructure needs to be
clearly mapped with means of
protection to save costs.

Coordinating overlapping project
improvements to help ensure budgets
are met without overruns is a key
component of success. Dokken develops
exhibits that clearly illustrate existing and
proposed infrastructure improvements to
identify potential conflicts. Our Discipline
Overlap Conflict Exhibits are an effective
way of communicating design needs for
each designer to the next, both internally
and with outside agencies such as
utilities designing relocations.

We understand that phased projects
can sometimes create the need for
temporary infrastructure, and we work
diligently to save costs where possible.

For example, on a recent road and
bridge widening project we phased
installation of a new sewer main to be
installed under existing railroad tracks
and through new bridge abutment
piles, while also protecting existing gas
and oil facilities. We worked with the
Contractor to stage construction.

Roadway Widening Considering Pedestrian, Bicycle, Equestrian, and Traffic Calming Design Considerations Roadway widening projects with
multi-modal improvements, are
challenging as the accessibility
needs of passenger and
commercial vehicles, bicyclists,
and pedestrians are all equally
weighted. To improve roadway
safety for all, the vulnerabilities of
those within the public right of
way are considered paramount.

Intersections, with existing vehicle,
pedestrian, equestrian and bicycle
paths of travel, require careful
consideration of the needs of all
users to be successfully and safely
designed and constructed.

Identification of existing and proposed
paths of travel for all users helps identify
opportunities for upgrades and additions
to existing networks, such as new curb
ramps and sidewalks. At the intersection
of Domenigoni Parkway with the existing
traffic signal and adjacent bridge, we will
evaluate the benefits of relocating the
crosswalk to ensure paths of travel
minimize conflict points and enhance
pedestrian and bicycle network
connectivity. Careful consideration of
pathways should evaluate not only
existing, but future sidewalk networks
and crosswalks in this area to provide
safer access where possible.

Our team has begun the process of
evaluating existing pedestrian access
points and paths of travel within the
project limits to better understand the
current project needs, while
considering future City goals. We have
extensive experience working on
complete streets and ADA upgrade
projects for various clients across the
state. We have delivered several
phased projects, including streetscape
and roadway widening projects. We
can quickly evaluate unit costs of
alternative features to help provide
options with regards to pavement
treatments or other features.

Drainage and Storm Water Quality Management Considerations There are several existing drainage
channels and basins that will be
impacted by this project. In
addition to new roadway drainage
improvements that will be
required. Specific areas of concern
are the basins located at Stetson
Ave and Simpson Rd, various large
culvert crossings, Riverside County
FCWCD’s Hemet Storm Channel,
and local drainage infrastructure.

Improvements to the Hemet
Channel may require a lengthy
permitting with flood control. The
existing drainage inlets and water
quality management features will
likely require modification to
maintain flow patterns.

We will propose improvements to storm
drain systems as needed to alleviate
drainage concerns, minimize costs, and
meet project goals. Emphasis will be
placed on limiting impacts to existing
facilities to the extent practicable. There
is an opportunity to take advantage of
vegetated swales along sidewalks for
water-quality treatment. We will conduct
a thorough analysis of existing drainage
patterns and systems to help identify
opportunities for treatment that
minimize new drainage system
installations. Early coordination with
County Flood Control will be vital to
incorporating any Hemet Storm Channel
improvements into the project early and
begin their lengthy permitting process.

Our team excels at identifying storm
drain design and water quality
treatment options that meet current
design criteria while minimizing
impacts to existing infrastructure. We
bring our in-house structures designers
and utility coordinators that are
available to assist our drainage design
team on designs that safely modify
existing inlets to save project costs and
time. We create hydrology maps and
exhibits that clearly portray area
drainage patterns and identify
opportunities for consolidation and
improvements. Our team regularly
meets with County Flood Control for
area projects to ensure permits are
expedited where possible.

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for

CITY/PROJECT CHALLENGE DOKKEN TEAM SOLUTIONS BENEFIT(S) TO THE CITY San Diego Aqueduct Design Considerations
Limit impacts to the San Diego
Canal Aqueduct caused by the
widening of the roadway at
Esplanade Ave. The existing box
culvert that crosses under the
intersection of Warren Road at
Esplanade Ave from the southwest
to the northeast quadrants has
headwalls that are ~45’-50’ from
existing edges of pavement. The
total distance between the
headwalls is ~120’ which provides
sufficient space to widen the
roadway to 6-lanes if needed. The
existing right of way along Warren
Road here is 90’ including existing
roadside ditches.

Our priority will be to avoid impacting
the aqueduct facility through design. If
impacts are unavoidable, early
coordination with the San Diego County
Water Authority on the requirements to
extend the existing aqueduct culvert
underneath Esplanade Ave will be
essential in understanding their design,
outage, and other construction
requirements can be implemented. We’ll
plan to incorporate their requirements
early to eliminate costly late additions to
the project budget, right of way, and
schedule. SDCWA will have construction
schedule restrictions on the project to be
considered in stage construction, traffic
handling, and working days evaluation.

Avoiding impacts to the existing box
culvert and aqueduct infrastructure
will save time and money. Limiting
construction costs and impacts to this
major project stakeholder and the City
will benefit the community. The
continued conveyance of water within
this aqueduct system during
construction is critical for the local
economy and farming businesses. We
recognize that the San Diego Aqueduct
is a key infrastructure asset that
supports Hemet’s water supply,
ensuring reliability for residents,
businesses, and agriculture. We’ll help
ensure the City's water needs and
secure its long-term water future.

Structure Widening Design Consideration – Construction Impacts The end of the existing Salt Creek
Bridge carrying vehicular and
pedestrian traffic along Warren
Road is adjacent to the
intersection with Domenigoni
Parkway. Widening of the bridge
must consider temporary traffic
impacts to Domenigoni Parkway
and minimize the end bridge
abutment work window.

Specifying temporary vertical shoring to
support the construction of the
abutment widening will minimize
temporary disturbances to traffic
operations on Domenigoni Parkway. A
90° wingwall will be detailed into the
abutment widening to allow for a
standard intersection curb ramp. Traffic
Handling Plans and will be developed to
maintain safety through the intersection.

Minimizing traffic impacts during
construction with temporary shoring
and including detailed traffic handling
plans will ensure the safest
construction corridor. Utilizing a 90°
wingwall for the abutment widening to
provide maximum flexibility for the
new intersection curb ramp area will
allow the City to maintain an ADA
compliant intersection.

Structure Widening Design Consideration – Deck Drainage The existing bridge has a constant
cross section gradient and an
existing deck drainage system to
convey storm water runoff within
the shoulder. Additionally, there
are several storm drain systems
that enter the channel below.

These will need to be properly
accounted for with survey and
design to accurately locate and
protect to the extent feasible.

Widening the existing bridge to the North
only will allow the existing concrete
sidewalk barrier and deck drainage
system to remain in place with only
minor modifications to the sidewalk
barrier. A crown will be placed on the
bridge near the existing edge of deck to
allow additional stormwater runoff from
the widened section to be collected by a
deck drainage system in the widening.

Inlets will be designed on the North curb.

Widening the bridge only to the North
will minimize construction duration
and allow for cost savings by not
requiring removal and replacement of
the existing concrete sidewalk barrier.

This allows the existing deck drainage
system at the South edge of the bridge
to remain intact. Splitting the
stormwater drainage into two
conveyance systems ensures no
dangerous ponding conditions occur.

Stakeholder Communication and Utility Coordination
This project has invested interest
from the nearby stakeholders
including RCTC, EMWD, SDCWA,
businesses, schools, and the City.

This improvements project will
impact businesses and residences
where maintaining accessibility
will be critical. Utilities to be
accounted for include overhead
lines, sewer, water, fiber, telecom,
gas, electrical, and storm drains.

We have expertise providing project
updates to elected officials, Caltrans
District 8, City staff, residents, business
owners, and other community
stakeholders. We ensure that projects
minimize utility conflicts by designing
around existing infrastructure. Where
conflicts are identified, we coordinate
relocation options that satisfy all
interests. Clear communication keeps
everyone informed of the project.

We provide complete utility
coordination services to eliminate
delays in constructing the proposed
improvements. Our proactive
approach to communication with
stakeholders using easy to read
exhibits will enable our team to resolve
questions or concerns in a timely
manner and minimize any
miscommunication regarding project
goals and proposed improvements.

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Professional Engineering Services for

WARREN ROAD IMPROVEMENTS
Request for Proposal (RFP) for
To help illustrate our understanding of the project limits, challenges, and opportunities for this project, we have provided a Project Overview Exhibit on the following pages, highlighting features such as existing wood and steel power poles, proposed intersection control options, and potential areas of concern for planning and future design coordination.

PROJECT PHASING, FUNDING, AND CONSTRUCTION DOCUMENT PREPARATION CONSIDERATIONS One of the challenges to be met when phasing roadway widening improvements along a corridor are traffic disruptions.

Phasing the improvements may lead to congestion or detours, affecting the flow of traffic and potentially frustrating commuters. Another challenge will be budget and funding constraints, whereby phasing can complicate budget allocation and potentially delay the availability of necessary funds, impacting the timely completion of improvements. Coordination with existing infrastructure and adjacent improvement projects can become a challenge. Constructing proposed improvements in phases considering existing utilities, drainage features, structures, and ongoing construction projects can present logistical hurdles and delays. Stakeholder coordination is often a challenge as phasing may require coordination between multiple agencies, local governments, and community stakeholders, which can sometimes lead to conflicting priorities or delays.

Our team focuses on turning challenges into opportunities. One example of this is where we can help minimize impacts on traffic through proper planning and coordination. Properly implemented phasing plans with staged construction allows for part of the corridor to be improved while minimizing disruptions to the entire route. Phasing also helps to optimize the use of resources by spreading costs over time and ensuring that each phase addresses the most critical needs of that roadway segment first. Well-planned phasing also allows a chance to assess each segment’s constructability risks before moving on to the next, ensuring that the staged construction improvements are meeting project goals and adjusting as needed. Finally, phased improvements may provide opportunities for increased public engagement through ongoing community feedback and involvement, fostering better relations and alignment with local needs, specifically during construction.

Traffic signal warrant analysis will be performed to establish the need for traffic signals at the existing stop-controlled intersections at Warren Road and Simpson Road, Stetson Avenue, Devonshire Avenue, and Esplanade Avenue. If desired, the City may also elect to perform intersection control evaluations at one or more of these locations to determine whether another type of intersection control, such as roundabouts, might be more appropriate. The existing, stop-controlled, Tintersection at Warren and Simpson Roads for
example, may be more
efficiently and safely
designed as a
roundabout due to a high
prevalence of
overlapping and nonconflicting turning
movements (westbound
to southbound paired
with northbound to
eastbound). Additionally,
as depicted by Figure 4.7
Hemet Ryan Airport of
the General Plan, image
to the right, there is a
potential for the
intersection of Warren
Road at Stetson Avenue
to be relocated due to the possibility of one or both roadways being realigned with future airport expansion.

We acknowledge that a combination of funding sources, including federal funds, may be sought and used for construction therefore the project shall be designed and presented by the standards set forth in the Caltrans Local Assistance Procedures Manual (LAPM). We understand that projects utilizing FHWA federal-aid funding or state funding must follow Caltrans and FHWA policies and procedures, specifically, those stated in the Caltrans Local Assistance Program Guidelines (LAPG). Our Dokken Team, including the management personnel proposed for this project, are familiar with local-assistance procedures for federally funded projects. We take pride in our ability to produce accurate construction cost estimates that help our clients properly budget projects.

Hemet-Ryan Airport General Plan Realignments

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MATCHLINE
- SEE LEFT

DOMENIGONI PKWY MATCHLINE - SEE RIGHT WARREN RD

MATCHLINE - SEE MIDDLE LEFT

MATCHLINE - SEE TOP RIGHT

MATCHLINE - SEE BOTTOM LEFT

SIMPSON RD WARREN RD WARREN RD

MANILA ST

SPUR DR

MUSTANG WY

STETSON AVE POPLAR ST
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ROADWAY, PEDESTRIAN, BICYCLE, EQUESTRIAN, AND TRAFFIC CALMING DESIGN CONSIDERATIONS Roadway – Considering the existing roadway geometries and cross-sections, our team will propose solutions to widen the roadway that will maintain existing flow patterns and minimize impacts to existing channels and drainage inlets. Within the limits of Phase 1, from Stetson to Esplanade, we’ll propose widening to minimize power pole relocations along the east side of the road and consider the existing aqueduct along the west side of the road. Not to be forgotten are existing roadside ditches that will likely be piped below the widened roadway to minimize right of way impacts. We will utilize existing curb lines and widen to one side where feasible to maintain existing vegetated swales or landscaping along sidewalks and add new bioswales or biofiltration units where opportunities present themselves. To account for channelized flows with the addition of curb and gutter we propose to include under sidewalk drains, which will allow water to continue to flow most like existing conditions. To minimize pavement construction, we propose widening the roadway from the existing edges of the pavement.

To convey 30% conceptual design improvements for the 3.1-mile Phase 1 segment we will propose a signalized intersection at Warren Road and Esplanade Avenue, if warranted. We will also identify impacts to the existing box culvert under the intersection, with the anticipation that it can be protected in place. To meet general plan goals, the project should analyze the need for a 6-lane roadway matching the Arterial Section below, versus a 4-lane undivided roadway matching the Secondary Section below. While the RFP and RFI responses note that a 4-lane undivided, or Secondary 4U, roadway section shall be used, this segment is currently identified as an Arterial 6D on the Roadway Circulation Master Plan Figure 4.1 as last updated via GPA 15-002 February 23, 2021. The below graphics depict each of the roadway sections to be evaluated during the preliminary engineering and traffic analysis stage of design, with modifications to parkways at structures and limited right of way areas.

For the Phase 2 segment, from the Salt Creek Bridge to Esplanade, we propose widening to the west to minimize utility pole relocation work and protect the existing box culvert between Poplar Street and Mustang Way. Parkways with meandering sidewalks and street lighting will be proposed to match the recently constructed segment in this area. Realignment of Warren Road at the railroad tracks will be evaluated and should match the future potential realignments of Stetson Road and Warren Road near the Hemet-Ryan Airport discussed within Phase 1.

Warren Road Rail Crossing – We know Metrolink has plans for service through the existing crossing. At this point the construction timing is not known. Dokken will work through our subconsultant RailPros to coordinate with Metrolink, the City and the design team to determine the ultimate road configuration while minimizing impacts from the future railroad expansion. We also understand Stetson Road will be extended across Warren Road parallel to the railroad tracks. We understand this new proposed intersection will impact Warren Road and the rail crossing. We will analyze the impacts designing crossing solutions with the flexibility to accommodate future expansion with possible realignment while minimizing disruption and cost. Any modifications to the existing at-grade rail crossing will require California Public Utilities Commission (CPUC) approval. Both Dokken and RailPros have excellent relationships with Metrolink and the CPUC. RailPros recently completed the process described above on the Redland
Passenger Rail Project for SBCTA that included 30 crossings over a 9-mile track distance and Dokken has obtained several GO88B permits for upgrades to at-grade crossings, most recently within the City of Santa Ana, along McFadden Avenue.

Existing At-Grade Metrolink Rail Crossing

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Pedestrian – To better protect pedestrians crossing at intersections, specifically at side-streets with unmarked crosswalks, we recommend high-visibility crosswalks with complementary signage. Upgrades to existing pedestrian push buttons (PPBs), signage, and signal heads will ensure compliance with accessible pedestrian signal (APS) standards, such as the inclusion of countdown timers and vibro-tactile PPBs. Advanced pedestrian phases at signals will also be recommended where signal phasing and cycle lengths allow. Curb extensions and refuge islands, where feasible at potential roundabout locations and stop-controlled side-streets, will slow and calm traffic as well as better channelize and control vehicle turning movements.

Bicycle – From the southerly to northerly limits of the project there are proposed Class II and Class II Buffered Bike Lanes along Warren Road as shown on the preliminary RFP exhibits. High visibility conflict zone (green) pavement markings may also be utilized at intersections to provide a safe path of travel for cyclists. A separate treatment to identify conflict zones at residential and commercial driveways should also be considered, given the high number of driveways along this corridor. An example of separate treatment for driveways, would be the inclusion of dashed bike lane striping at driveways, distinguishing them from the green conflict zone pavement markings at intersection conflict areas. Additional considerations for cyclists at intersections include bicycle specific ramps upon entry to roundabouts that would allow those not comfortable with sharing the lane with vehicles to share the walkways with pedestrians.

Equestrian – We recognize that there are existing push buttons at the equestrian rider height located on signal poles at the Warren Road and Domenigoni Parkway intersection. Each of the northsouth and east-west crosswalks at this intersection shall receive this treatment with signal timing and crosswalk lengths to account for equestrians. The exact location of additional horse trails and potential additional crossing locations shall be determined through preliminary design, including at the intersection of Mustang Way and as directed by the City.

Transit – As depicted in the City’s General Plan there is a potential for future bus line to operate along Warren Road. We will coordinate the potential future route bus stop locations with the Riverside Transit Agency to ensure that pavement and bus stop amenities matching the latest design standards are provided. Shelter locations will be thoroughly vetted against area developments and future projects to ensure they are designed appropriately.

DRAINAGE AND STORM WATER QUALITY MANAGEMENT CONSIDERATIONS Most of the project lies within a FEMA designated floodplain which complicates the widening and impacts to drainage patterns for the project. This will require analysis to confirm that the project improvements do not increase the water surface elevation caused by the roadway as well as impacts to the Hemet Storm Channel. In addition, there are several basins along the project limits, which will likely be impacted by the project. Ideally, project drainage could be sent to these basins once it is confirmed that adequate space is available. The project is also crossed by several stormwater conveyances, the Hemet Storm Channel, Salt Creek, and other local drainages including culverts, formal storm drain systems, and roadside ditches. The project will have to consider impacts to these facilities either by the widening or additional water sent to them. Additionally, the project will be required to comply with the City’s MS4 permit which requires post construction BMP's be installed for construction for stormwater quality treatment. While it is our understanding that the City is preparing the Water Quality Management Plan (WQMP) for the project, Dokken will be
responsible for designing and implementing the treatment BMP strategy into the project itself. San Diego County Water Authority has both surface aqueducts and underground pipelines that cross through the project alignment. These will require considerable coordination with the agency to ensure that impacts to their facilities and right of way is limited or avoided if possible. If impacts to these facilities are required, the coordination efforts should be started early.

Equestrian
Push Button
Existing Signal Pole at Southerly Abutment
Existing Cross-Culvert and Channel

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STRUCTURE DESIGN CONSIDERATIONS
Structure Widening – The existing bridge carrying Warren Road over Salt Creek is a single-frame five-span cast-in-place posttensioned reinforced concrete box girder type structure spanning approximately 460-ft over Salt Creek and existing dirt access roads at either side of the creek. The existing structure is approximately 47’-9” wide and has a constant cross section gradient with deck drains spaced at approximately 60-ft to 80-ft apart on the South edge of travelled way. The structure conveys traffic with two 12-ft wide lanes, with an 8-ft shoulder and 5-ft wide elevated concrete sidewalk barrier for pedestrian traffic at the South edge of bridge, and a 9-ft shoulder with a side-mounted steel safety railing at the North edge. The existing bridge is supported on seat type abutments and intermediate pier walls founded on driven deep foundations. To accommodate the proposed improvements for a Secondary roadway classification, Dokken proposes to widen the existing structure by 48’-0” entirely to the North with a similar cast-in-place post-tensioned concrete box girder structure with pier wall and seat type abutment supports founded on driven piles to accommodate the additional traffic lanes in each direction (4-lane facility total) and provide for 8-ft wide shoulders (with Class 2 Bike Lanes) and a 6-ft wide sidewalks. The 15-ft wide parkways per general plan will be designed to taper to 6-ft wide sidewalks on the bridge to minimize costs. Widening to the North only minimizes the total construction duration and work envelope around the bridge structure which will help enhance safety for both vehicular traffic and workers during construction, while also maintaining the existing vertical freeboard of the bridge structure above the 100-year flood high water surface elevation of Salt Creek.

Widening to the North side only also takes advantage of the existing structure appurtenances, allowing the existing concrete sidewalk barrier and deck drainage system to remain in place with only minor modifications to the sidewalk barrier. The existing sidewalk barrier will be widened to a standard 6-ft wide facility by doweling an additional foot of concrete curb at the edge of the existing sidewalk. The doweled concrete curb addition will have notched openings at each existing deck drain location to allow for continued use of the deck drainage system without additional modifications or relocations. Notched blockouts will be spanned with checkered steel plates recessed into the concrete sidewalk extension for pedestrian safety. For the bridge widening to the North, the new structure will be crowned to slope down 2% in the opposite direction from the existing cross-slope. A new 6-ft concrete sidewalk barrier system will be placed at the North edge of deck, and a new deck drainage system will be installed to accommodate stormwater runoff for the widened section of bridge. Pier wall footings for the widened structure will be placed below the long-term scour elevation of Salt Creek per AASHTO standards with California Amendments. The existing storm drain outlet at the east end of the bridge that extends into Salt Creek north of the existing bridge will be relocated to accommodate placement of the pier wall foundations.

Existing Storm Channel at Pier Wall

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One of the main construction challenges to the structure widening is the proximity of the East abutment to the intersection of Warren Road and Domenigoni Parkway. Excavation required for the widening of the existing abutment and accompanying work envelope for the Contractors foundation installation and grading work will interfere with traffic operations along the busy Domenigoni Parkway. To minimize the construction area envelope at the East abutment, the Dokken Team will specify temporary shoring to be required directly behind the proposed abutment foundation to eliminate the need for grading setback. Additionally, the widened abutment wingwall which will support Domenigoni Parkway will be detailed as a non-standard 90° earth retaining structure cantilevered off the new abutment. Cantilevering the wingwall at 90 degrees allows for increased flexibility for the new curb ramp area which will be installed behind the wingwall to assist with maintaining ADA compliance for pedestrians at the intersection. The added benefit of the cantilever is that no additional foundation is needed for the earth retaining wingwall, minimizing the construction footprint. As part of the bridge widening project, Dokken also proposes to add ADA compliant features to the existing concrete sidewalk barrier that will remain in place at both ends of the bridge. The existing gap openings at the sidewalk between the existing bridge and approach roadway are wider than current ADA standards, which opens the City of Hemet to liability. This proposed extra work includes adding ADA compliant walkway covers at the sidewalk walking surface to span the existing joint openings.

Hemet Storm Water Channel Crossing – The existing Hemet Storm Water Channel conveyance under Warren Road consists of 2 corrugated metal pipe culverts and one reinforced concrete pipe culvert running parallel to an out of service Union Pacific Railroad track. The existing culvert pipes are placed under stacked rock slope protection and fill and have shifted over time.

With the realignment and widening of Warren Road at this location, Dokken proposes to replace the existing culvert pipes with a reinforced concrete box girder that will be remain fixed in place under high storm events and be able to convey a larger volume of storm water flow. While the design of the box culvert will utilize regional standard plans, and the existing railroad tracks are out of service – coordination with Metrolink is still required for excavations or work within the railbed’s zone of influence. The Dokken Team has performed extensive railroad coordination and has significant experience on past and present projects. We have the experience needed to acquire permits for the new culvert placement without long delays to the project.

STAKEHOLDER COMMUNICATION AND UTILITY COORDINATION
Proper coordination to understand the needs and preferences of the community will ensure stakeholders are heard and their input incorporated into project improvements. There are a few areas along the project, specifically at roundabouts, that may benefit from the addition of retaining walls to allow for the inclusion of widened sidewalks. The type of retaining walls to be designed and constructed will depend on many factors including the height of the wall, available width and right of way to build the wall, geotechnical design parameters, and the aesthetic appeal of the wall considering local input. We recognize that many of the existing overhead facilities have recently been upgraded with wood poles converted to large tubular steel poles at many locations and some wood poles remaining with no utilities attached. We understand the expenses related to relocation of these large tubular steel poles, so we will aim to protect those in place. Our team has considerable utility coordination experience and will lead the charge to coordinate with utilities on the City’s behalf, including removal or relocation of wood poles and general conflict resolution via detailed exhibits as needed. In addition to leading utility relocation efforts as confirmed through our mapping and potholing efforts, our team will help identify electrical service points of connection for any new safety or decorative lighting to be added along the corridor. We have coordinated with SCE on many recent projects, including the Scott Road at I-215 Interchange Project as well as the Indian Canyon Drive Road/Bridge Widening Over UPRR Project, currently in construction. Our approach to utility coordination and asset management is simple; aim to protect in place or design around existing infrastructure wherever possible.

Bridge Joint Separation
Existing Cross-Culverts at Channel

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COORDINATION APPROACH
As an extension of City staff, Michael and his team will use a suite of communication mechanisms to keep the City informed and to maintain the project schedule. The following diagram identifies the five key communication methods we will utilize to deliver this project for the City of Hemet.

Internal: Dokken has long-standing relationships with our subconsultants, and we have well-established communication protocols that all team members understand. We host weekly internal team conference calls to track progress and keep everyone current on project status and recent decisions that affect their awareness and productivity. We also utilize shared checklists, spreadsheets, and notes lists to keep all appraised of revisions.

External: Our number one goal when working with our clients is successful project delivery. We identify risks early in the process and develop ways to mitigate these risks. We work closely with our clients to keep them informed on the status of their project and any pending decisions, and we are extremely responsive to their needs.

Dokken will also serve as an extension of staff on this contract and as requested can act as the principal point of contact for the City with stakeholders, resource agencies, residents, and utility providers. Michael will ensure that the delivery schedule is being managed, and that the City is controlling the project schedule and not the agencies or other stakeholders. Michael will keep the City informed of all communications with outside agencies and elevate key decisions to City staff as required for efficient processing.

SCOPE OF SERVICES REQUIRED
This proposal outlines, in detail, our teams comprehensive understanding of the project and the services required. The Dokken team appreciates the detailed scope that was prepared for the RFP and takes no exception to the preliminary scope of services.

We have, however, identified opportunities that can streamline the design process and have included additional, optional tasks within our cost proposal accordingly.

IDENTIFYING POTENTIAL PROJECT ISSUES OR CONFLICTS

THOROUGH UTILITY RESEARCH, MAPPING, AND CONFLICT RESOLUTION Performing utility research, mapping, and conflict resolution is a critical aspect of preparing for the widening of Warren Road.

This process involves identifying and assessing the location, depth, and type of existing utilities that may be impacted by the road expansion. Utilities we have identified along the corridor include water mains, sewer lines, gas lines, and utility poles with telecom and electrical facilities. We will begin the first step in utility research by gathering existing records and as-built drawings from utility companies, municipal agencies, and previous construction projects in the area. This information provides a baseline understanding of the overhead and underground infrastructure and helps identify potential conflicts with the proposed road widening. However, these records are often incomplete or outdated, necessitating field verification through positive utility locating services.

Mapping plays a crucial role in visualizing the spatial relationships between the proposed road alignment and existing utilities.

We will reconcile existing utility features on topography files with the newly created utility base map. This mapping process highlights potential conflicts such as utility crossings, proximity to proposed excavation areas, and areas where adjustments or relocations may be necessary to accommodate the road widening.

Conflict resolution involves coordinating with utility owners, local agencies, and project stakeholders to develop strategies for managing and mitigating impacts to existing utilities. This may include adjusting the road alignment, relocating utilities, or implementing protective measures such as utility sleeves or encasements. Effective communication and collaboration are essential during this phase to minimize disruptions to utility services, ensure compliance with regulatory requirements, and

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maintain project timelines and budgets. By systematically conducting utility research, mapping, and conflict resolution early in the planning stages of the Warren Road Widening Project, our project manager and team can proactively address potential challenges and optimize the design and construction process. This approach helps mitigate risks, enhance project efficiency, and ultimately deliver a safer and more resilient transportation infrastructure for the Hemet community.

COMPREHENSIVE PRELIMINARY COST ESTIMATE
Once the scope is established, cost estimation begins with itemizing the quantities and specifications for materials, labor, equipment, and subcontractor services needed for each phase of the project. Our engineers utilize historical cost data from similar projects and current market rates to calculate unit costs for construction activities including but not limited to earthwork, pavement installation, utility adjustments, and signing/striping. They also factor in indirect costs such as permits, inspections, project management, and contingency allowances to account for unforeseen expenses or scope changes.

Throughout the estimation process, regular updates and reviews are conducted to refine cost projections based on detailed design developments, feedback from stakeholders, and potential value engineering opportunities. Clear documentation of assumptions, methodologies, and risk assessments ensures transparency and accountability in the budgeting process. The preliminary cost estimates serve as a foundational tool for financial planning, resource allocation, and decision-making as the Warren Road widening project progresses from planning to implementation stages.

COMPLETE BASIS OF DESIGN REPORT
Dokken Engineering will prepare the Basis of Design Reports for the Warren Road Widening project by synthesizing comprehensive technical analysis with strategic planning considerations. Initially, we will gather and evaluate existing data, including geotechnical surveys, utility assessments, environmental impact studies, and traffic analyses. This information forms the foundation for defining project objectives, constraints, and design criteria. Each report will outline the proposed roadway alignment adjustments, drainage improvements, and necessary utility relocations, integrating these elements into a cohesive design framework. Dokken Engineering's approach would emphasize stakeholder engagement and regulatory compliance, ensuring that the Basis of Design aligns with local ordinances, environmental standards, and community needs. By documenting our methodologies, assumptions, and recommended design solutions, we would provide a robust framework that guides subsequent detailed design phases and construction activities for the successful realization of this project.

PROJECT CONTROLS
To manage the three interdependent elements found in every project – scope, schedule, and budget – it is necessary to implement a sustainable project control methodology. Our Project Manager, Mike Greer, will develop and implement the project controls plan. The plan outlines the procedures for conducting work, managing project resources, and reporting project status and progress. The project management tools identified on the right assures on time and within budget project deliverables. These tools will enable Michael to provide a systematic approach to deliver any project. All project participants, including the City and Dokken team, will be aware of the project status to make informed management decisions. Our tools and system are designed to respond to these requirements.

Dokken prepares and maintains project schedules for every project. The schedules are monitored, and staffing adjusted to meet milestones.

Performance is monitored through quality control checks, review of actual versus planned progress, completion of action items prepared after meetings, monthly invoicing, and progress reporting. Dokken will use the City standards and formats, making invoice review streamlined and familiar to the City. For our team, quality is not just a priority, it is a core value.

Dokken has found that the best way to control budget is to ensure the project schedule is followed. This method avoids costly over-runs and extended production times. The key to preserving budgets is to start on time, get it right, and submit the deliverable on time. Utilizing the same design working group from the beginning of the project to the end ensures consistent thought and engineering practice, while eliminating wasteful hours spent “getting familiar” with a project.

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The MS Project Schedule will be supplemented with a deliverables schedule that identifies all project deliverables and submittal dates. The deliverables schedule is a critical project management tool because it specifies what is being delivered to the client and when it is to be submitted. The deliverables schedule will be updated monthly and submitted as part of the monthly invoice to report on the status of completed, in-progress, and upcoming deliverables. The combination of the budget and schedule showing task durations and sequencing will enable us to produce a time-phased budget. With a time-phased budget and a work-based method of measuring progress, a reliable comparison on planned versus actual can be made.

FEDERAL & STATE REQUIREMENTS
Every Dokken project requires coordination and compliance with State and Federal regulations. Our team has extensive experience working with Caltrans, Federal Highway Administration, and other Federal and State resource agencies. We will use our knowledge and expertise to successfully deliver a project compliant with each oversight agency’s requirements.

The County will most likely use Federal funding for their projects. Therefore, the process to obtain project approval for funding and developing the PS&E package must follow standard Caltrans and FHWA requirements, which include compliance with NEPA/CEQA and authorizations at major milestones.

The flow chart to the right identifies the Caltrans Local Assistance process and demonstrates our understanding of the paperwork required. Since our team has a proven track record of project delivery, we know this process, not only when exhibits need to be submitted but also when FHWA holds all additional funding requests to close out their fiscal year.

Depending on our client’s needs, we are available to assist with preparing the Request for Authorization (RFA) packages at all major milestones as well as project development forms (PES, Field Review, Project Change) and project delivery forms (utility coordination and right of way certification).

In addition, Dokken’s environmental staff has extensive experience with NEPA/CEQA policies and procedures. We have a close relationship with Caltrans environmental staff, and we will assist the County with all needed Caltrans paperwork. We will work closely with our design team to ensure projects do not have any unmitigable environmental impacts.

We are prepared to address project impacts by including reasonable avoidance and minimization solutions early in the project design phase.

LESSONS LEARNED
Through our 38 years of experience, our team has gained knowledge from several valuable lessons learned, which has helped us succeed in delivering our clients’ projects with Federal funds.
• Have Right of Way Request for Authorization (RFA) reviewed by the District before the NEPA Environmental Document is signed. This streamlines the approval process whereby we meet with the District near the end of the environmental process to ensure they understand the project and its right of way needs.
• Have Construction RFA reviewed by District before PS&E and right of way certifications are submitted. This step includes meeting with the District near the end of the design phase to ensure the District understands the project prior to obtaining their approval on the Construction RFA.
• Prepare all utility paperwork in Caltrans format and meet early in the project with the Caltrans District Local Assistance utility coordinator.

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ADDITIONAL CONSIDERATIONS

ROBUST COMMUNITY OUTREACH
Dokken will provide support to the City of Hemet to build awareness about the improvement projects, as well as gain input from the community on key decisions so that it can be considered during the design process. Through close coordination with adjacent residents, our goal is to minimize impacts to private properties, the adjacent channel with levees, and surrounding natural resources. We acknowledge that the City has not specifically requested a scope item for this, however, we are able to help determine the best approach to coordinating and administering each meeting.

When planning a public meeting for a project like the widening of Warren Road, it's important to offer various formats to accommodate different preferences and needs of the community.

Here are several format options to consider:
• A Traditional Town Hall Meeting is a structured meeting where project leaders present information followed by a Q&A session. Allows direct interaction between project leaders and attendees, fostering community engagement and immediate feedback.
• An Open House Format would have stations or booths set up with project information, maps, and visuals where attendees can circulate and engage with project team members. Offers flexibility for attendees to arrive at any time, view materials at their own pace, and discuss specific aspects with experts. • A Virtual Meeting would be conducted online via a video conferencing platform or webinar software. Some benefits are the increases in accessibility for those unable to attend in person, allows participation from remote locations, and can accommodate a larger audience.
• Survey or Comment Card Collections provide online or physical surveys or comment cards where community members can provide feedback at their convenience. This process ensures feedback from those who cannot attend meetings, allows for anonymous input, and can supplement other formats. • Focus Group Discussions are small group discussions facilitated by project leaders, or possibly third-party moderators to avoid any sense of impropriety. Some benefits to this process are that it provides more detailed feedback from targeted community segments, as well as encouraging in-depth discussions on specific concerns or interests. • The Mobile Meeting Format is where we would hold smaller meetings or information sessions at various locations around the affected area (e.g., community centers, libraries) as available. This format increases accessibility for those who may find it difficult to travel to a central location and reaches a broader range of community members. • Multilingual and Accessible Formats, which can be combined with other formats, provide materials and translators for non-English speakers, as well as accommodations for individuals with disabilities. This supplemental format ensures inclusivity and encourages participation from all community members. • An Online Information Portal is where we would maintain a project website or dedicated online portal with project updates, FAQs, and contact information. This allows ongoing access to information and resources for those unable to attend meetings or who prefer self-service.

By offering a combination of these formats, you can maximize community engagement and ensure that a diverse range of stakeholders have opportunities to provide input and stay informed. We propose a combination of the Mobile Meeting and Open House Formats to get started whereby we’d select a location suitable for the community to garner input on preliminary design layouts and retaining wall types. We traditionally provide Survey Cards at this type of in-person public meeting or alternatively we could provide an Online Survey to be made available to more than just those that can attend in person. A follow-up Mobile Meeting and Open House format meeting would be arranged once a preferred alternative is selected, and the design progresses closer to 60% to illustrate the proposed improvements and garner further input on project aesthetics and final design options. Lastly, the Traditional Town Hall Meeting format could be used to present final design exhibits for full project support and each of these meetings can be arranged to focus on a single phase, or a complete corridor meeting.

Yuba County Mobility Plan Public Meeting

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VARIOUS GRANT FUNDING AND FINANCING PROGRAMS EXPERIENCE Dokken’s experienced staff members, many of whom are former public agency employees, provide the creative financial strategies needed to assist our clients in meeting their transportation needs and goals. These strategies range from phasing project delivery and aligning costs with available revenue, to identifying and pursuing new and creative revenue sources. We are experienced in a variety of funding mechanisms, including traditional federal, state and local funding sources, as well as revenue bonds, impact fees and grants.

Our engineers have an impressive history in assisting local agencies with funding acquisition through state and federal programs, such as FHWA Grant Programs, STIP programs, HBP, SB1, and other local funding programs. Dokken’s experienced staff members offer the following funding support services:

Research and Grant Narratives – We can illustrate the need for the project. For example, a Class I bike path; an improved interchange; analyze traffic or demographic data, and then organize the data to make a compelling case for the necessity of the project.

Engineering Estimates – Dokken’s engineers can produce accurate numbers that funders will scrutinize to ensure the project’s readiness and deliverability.

Environmental Services – Dokken’s environmental staff can consult on the level of environmental documentation necessary, provide a list of potential species, make a case for aesthetics, and/or prepare a preliminary habitat restoration strategy that further enhances the grant narrative.

Design – Our engineers and graphics team can create renderings, illustrative maps, and exhibits that help grant review committees visualize projects.

Right of Way Estimates – Our right of way team can produce estimates on necessary permanent acquisitions or temporary easements that are, at times, grant requirements or necessary figures to acquire the next phase of funding.

FUNDING MANAGEMENT
Our funding management approach to assist the City may include searching all of Caltrans databases to ensure that the City’s running list of funded approved projects is current, making any updates as necessary. The second subtask is to review the interactive list of projects and develop a program to remove these projects from the list. The third subtask would be to coordinate with all agencies to ensure programming and obligation of funds in the correct FY will take place.

Initially, we would use Excel worksheets to track the City’s funding programming and obligations. Once the information is collected, the individual worksheets will be imparted into the master worksheet. Critical dates will be assigned alarms for the City to track the timely programming and obligation of funds to initiate the project(s).

Once a project is programmed and obligated, the next phase is the timely use of funds. The obligation process requires timelines for the use of funds. This information is provided in a linked spreadsheet that will allow the City to track and complete the scope of work for the funded phase.

The last element is the project close-out and Caltrans submittal. Chapter 17 of the LAPM provides information on this process.

The funded agency must complete the project close-out within 6 months of accepting the project. This will be tracked using the linked spreadsheet from the funding obligation process with alarms built-in to ensure the City is aware of these dates.

APPLICATION ASSISTANCE
Many of the federal programs have specific timelines based upon available funds. An example is the Highway Safety Improvement Program (HSIP) and the Active Transportation Program (ATP). The application is due for the HSIP program usually in late Spring and the ATP application are due late Summer of every year. The Call for Project notifications usually is in the Spring of every year. It should also be noted that the ATP projects can be funded either by the State of the Federal program.

Other funds such as CMAQ are usually from a County Call for projects program.

We will work with the City to determine your needs, type of projects and expected results. This allows us to determine which current program to apply for funds. We have been very successful in obtaining funds for local agencies such as Menifee, Modesto, Chico, Elk Grove, Vista, Palm Springs, Palm Desert, Norwalk, Downey, Rancho Mirage, Signal Hill, and Seal Beach.

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Our approach is to determine the fundability of the project using the Application matrix such as the Benefit to Cost ratio. If this ratio is high compared to previous projects approval, then we would recommend moving forward with the application process. If not, then we will search for other funding opportunities.

What sets our Dokken team apart from the others is our ten-key approach. Since we are engineers and not just Grant Writers, we understand the complexity of merging the project description to the application and developing concept plans. We prepare all the required documents in-house such as accident type and locations maps, labeled concept plans of proposed improvements, develop realistic cost estimate, assess traffic data, and prepare the application. This approach allows input from the City without placing a burden on agency resources to prepare the required documentation. Finally, we will contact Caltrans Local Assistance to notify them that we are submitting an application and briefly discuss the merit of the project.

Caltrans Local Assistance will provide feedback on the draft application.

GRANT WRITING
We have delivered over 800 projects that involved funding through various grants and funding mechanisms from either Federal, State or Regional Sources. Our involvement includes researching grant opportunities based on the funding required for the project, preparing successful grant applications and the overall grant administration and reporting required. Since we provide a suite of services to our clients, we have experience in applying and receiving funding from several types of grant sources. The list below provides a summary of funding sources available to local agencies based on their project needs.

Funding Sources Available
State / Regional Funding Opportunities
• Active Transportation Program
• Smart Growth Incentive Program
• Highway Safety Improvement Program (HSIP)
• Congestion Mitigation and Air Quality (CMAQ)
Program
• Regional Surface Transportation Program (RSTP)
• State Transportation Improvement Program (STIP)
• Caltrans Sustainable Planning Grants
• Office of Traffic and Safety – Pedestrian and Bicycle Safety Program
• Regional and Local Funding Sources
• Regional Active Transportation Program (ATP)
California Wildlife Protection Act
• Habitat Conservation Fund (HCF)
National Park Service
• Land and Water Conservation Fund (LWCF)
California Natural Resources Agency
• Water Quality, Supply, and Infrastructure
Improvement Act of 2014 - Proposition 1
• The Safe Drinking Water Quality, Flood Control, River and Coastal Protection Bond Act of 2006 - Proposition
84 • California Drought, Water, Parks, Climate, Coastal Protection, and Outdoor Access for All Act of 2018 -
Proposition 68
• Environmental Enhancement and Mitigation Program
(EEMP) <$350k
Strategic Growth Council
• Affordable Housing and Sustainable Communities
(AHSC) Grant Program
• Urban Greening Grant Program
In this challenging and competitive economic environment, Dokken provides the guidance, experience and creativity needed to identify, program, allocate and obligate funds, allowing critical projects to get built. The following projects are examples of Dokken’s work in strategizing, preparing, and obtaining funding and/or grants for public agency projects.

SUCCESSFUL GRANT PROJECTS
 El Dorado Trail Project, El Dorado County, CA - Dokken prepared the 2017 Congestion Mitigation and Air Quality Program (CMAQ) grant application for the Class 1 path for the El Dorado Trail project. The City was awarded $1M for the construction of these improvements.
 SR99 – 20th Street Pedestrian/Bicycle Overcrossing, City of Chico, CA - Dokken prepared the 2019 ATP Small Urban and Rural Component Cycle 4 grant application for the City of Chico to request construction funding for this project.

The City was awarded funding under this grant in January 2019 worth a total of $12.3M.  Ray Lawyer Dr. Park & Ride Lot at US 50, El Dorado County Transit Authority - Dokken prepared the 2017 Congestion Mitigation and Air Quality Program (CMAQ) grant application for the Ray Lawyer Drive Park and Ride Lot. The City was awarded $722K for the construction of these improvements.

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 City of Modesto TIGER Grant Application for SR 132 Phase 1 - In 2017, Dokken prepared a TIGER Grant application for the City of Modesto. This was a national grant program open to all states. The City was awarded $9M under this funding grant, which was the only project in the State of California that was awarded funding under this grant cycle.  Paseo Santa Fe Streetscape, City of Vista, CA - Dokken provided grant writing assistance to the City of Vista to secure project funding through the California’s Proposition One Water Quality Grant in 2017. The City received $2.8M for the construction of Phase 2 of Paseo Santa Fe.  San Pablo Ave, City of Palm Desert, CA - Dokken prepared the 2018 Active Transportation Program (ATP) grant application for the City of Palm Desert. The City received $3.2M from the Riverside County Transportation Commission for the construction of Phase 2 of the project.
 Yucca Loma Road Class I Path, Town of Apple Valley, CA – Dokken Engineering prepared a Safe Routes to School grant application under the Active Transportation Program, Cycle 1 in 2014. The Town of Apple Valley was successful in receiving funding and received $1,095,000 for the construction of their project.

PROJECT SCHEDULE
To meet this schedule, our team has developed a Project Management Approach based on our proven delivery of over 1,500 transportation projects. We take pride in the fact that our projects are not only completed on time, but are also committed to providing quick, concise, and responsive resolutions.

NOTICE TO PROCEED

ENVIRONMENTAL TECH STUDIES (BY OTHERS)

PROJECT MANAGEMENT TIMELINE

BASIS OF DESIGN

CONCEPTUAL LAYOUTS

PRELIMINARY RIGHT-OF-WAY ACTIVITIES

COMMUNITY OUTREACH EVENTS

GEOTECHNICAL REPORT INVESTIGATIONS

UTILITY COORDINATION & CONFLICT RESOLUTION

DRAINAGE REPORT DEVELOPMENT

PS&E KICKOFF
30% DESIGN
60% DESIGN

JURISDICTIONAL AGENCY PERMITS
90% PS&E
100% PS&E

PS&E CERTIFICATION

ADVERTISE FOR CONSTRUCTION

PS&E KICKOFF
30% DESIGN
60% DESIGN

JURISDICTIONAL AGENCY PERMITS
90% PS&E
100% PS&E

PS&E CERTIFICATION

ADVERTISE FOR CONSTRUCTION

PS&E KICKOFF
30% DESIGN
60% DESIGN

JURISDICTIONAL AGENCY PERMITS
90% PS&E
100% PS&E

PS&E CERTIFICATION

ADVERTISE FOR CONSTRUCTION
- Dokken Preparation
- City/Agency Review
- Map Milestones
PHASE 3 - FINAL CONSTRUCTION DOCUMENTS
Q1 Q2 KEY TASKS Q3 Q4 Q1 Q2 Q3 Q4
2025 2026
Q1 Q2 Q3 Q4
2027
PHASE 1 - FINAL CONSTRUCTION DOCUMENTS
PHASE 2 - FINAL CONSTRUCTION DOCUMENTS
AUGUST
JUNE

FEBRUARY
APRIL
JULY

OCTOBER

NOVEMBER
MARCH

OCTOBER

OCTOBER

FEBRUARY
JULY

OCTOBER

JANUARY
MARCH
APRIL
APRIL
JULY

DECEMBER
MARCH
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AUGUST

OCTOBER

SEPTEMBER
APRIL

FEBRUARY

APRIL OCTOBER

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SCOPE OF WORK
TASK 1 – PROJECT MANAGEMENT
This task is used to summarize the overall project management and administration tasks that will be required, and tools that will be utilized, to keep the project on schedule and within budget.

Subtask 1.1 Meetings and Coordination: Dokken Engineering will organize, attend, and facilitate meetings to provide progress updates, coordinate between stakeholders and technical disciplines, and facilitate overall project communication. For each meeting, The Dokken Team will provide meeting notices, prepare meeting materials and agenda, attend, and facilitate the meeting and prepare meeting minutes. Dokken will consult with the City’s project manager prior to each meeting to get input regarding the agenda. The following meetings are anticipated for this project:
• Kickoff Meetings (3): At the start of each phase of the project, Dokken will organize a kickoff meeting with all key personnel, design team members and stakeholder representatives on the project. The purpose of this meeting will be to review the goals and objectives of the project, discuss each team member’s roles and responsibilities, identify critical project issues, and obtain consensus on task durations, particularly reviews. The kickoff meeting ensures that everyone on the project team is on the same page and functioning with the same understanding regarding project delivery and execution. Kickoff meetings will be held at each phase of design to clarify direction moving forward. • Alternatives Analysis Meetings (3): Upon generation of the three design alternatives with associated construction cost estimates we will work with the City to schedule an Alternatives Analysis Meeting. A list of pros and cons for each alternative will be generated for discussion at this meeting where we will present each alternative for City review. Upon completion of this meeting the City will provide comments on how to develop and finalize the preferred alternative, which may be one of the three alternatives presented, or any combination of the three. • PDT Meetings (12-20): The project development team (PDT) meetings will serve as the primary forum for reviewing the status of the project and identifying and resolving project design issues. Attendees are anticipated to include City staff, Dokken Engineering, consultant task leads, and other stakeholders. Throughout the anticipated duration of the project phase, Dokken will facilitate and distribute meeting minutes for up to four (4) post-deliverable PDT meetings for each Phase, to occur after each submittal at the 30%, 60%, 90%, and 100% design levels. We will also work with City staff to schedule up to eight (8) additional PDT Meetings as needed to resolve issues and keep the project progressing.
• City Council Meetings (2-3): Presentation of concept level designs, with detailed exhibits and estimates, at City Council and/or Transportation Commission Meetings is anticipated to serve as the primary forum for reviewing the project concepts and identifying and resolving project planning concerns. Attendees are anticipated to include City staff, Dokken Engineering, consultant task leads, and other stakeholders. • Community Outreach Meetings (2-3): Planning and participation of public engagement or community outreach meetings is a service that Dokken Engineering provides on most projects. We prepare our Project Overview Exhibits with the intent of being presented to the public during project development and therefore go the extra mile to ensure our exhibits clearly illustrate proposed improvements. Our engineers are experienced in public speaking and adept at describing project improvements in a way that is easily understood. • Stakeholder Meetings (As Needed): To help facilitate the sharing of project information, develop alternatives, and gain consensus on key project decisions we will coordinate stakeholder meetings as needed. Stakeholders may include representatives from the Hemet Unified School District, Hemet-Ryan Airport, Caltrans District 8, Riverside County Flood Control, Riverside County Transportation Commission, Riverside Transit Agency, Eastern Municipal Water District, Southern California Edison, Southern California Gas, AT&T, Hemet Sewer, telecom providers as well as Business and Property Owners.

Subtask 1.2 Project Administration: Dokken Engineering will monitor and control the effort and progress of the proposed services for each Phase as follows: Set up project accounting system; Prepare monthly Progress Reports; Prepare, monitor, and adjust CPM Schedule.

TASK 1 DELIVERABLES: Meeting Agendas, Minutes, and Presentation Materials; Monthly Progress Reports; Project Schedule with Updates; Team Coordination and Budget Monitoring

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TASK 2 – DATA COLLECTION, UTILITY COORDINATION, AND SURVEYING/MAPPING This task is used to summarize the design-related activities to occur prior to development of the plans, specifications, and estimate (PS&E) packages. Included in this task are the efforts needed for initial data collection, utility coordination and conflict resolution, topography and design survey, traffic volume data collection and analysis, conceptual exhibits with estimates, environmental clearances with technical studies and approvals, drainage and water quality analysis, as well as optional geotechnical explorations.

Subtask 2.1 Data Collection and Field Review: The Dokken Team will review all available as-built plans, utility mapping, and survey data made available by the City for this project and perform a field review with inventory of curb ramps, signing/striping, and irrigation along the project site. Following our field review, our team will work with our surveyors to confirm the existing topographic survey mapping and information provided by the City, then prepare notes to identify additional survey and mapping needs.

Subtask 2.2 Utility Coordination and Conflict Resolution: Dokken will create a Utility Coordination Matrix to track contact information and communication with utility companies. Our proven utility coordination process matches the state and federally approved processes and involves sending out As-Built Request Letters (a.k.a. Letter No. 1’s or A-Letters) to research all existing utility infrastructure including franchise utilities. Follow-up Liability Determination Letters will be mailed to each utility company having facilities within the limits of project improvements that have a potential to have conflicts with the proposed work. Included in the follow-up letters (a.k.a. Letter No. 2’s or B-Letters), are liability determination questions that seek to determine who has prior rights of the facility in question. Dokken will meet with the utility companies to discuss any potential conflicts with the proposed improvements or proposed service points. When utilities cannot be protected, we will request relocation plans and coordinate relocation schedules with the affected agencies. We will also coordinate service points of connection (i.e. recycled or potable water service for new irrigation lines and electrical service for new irrigation and traffic signal controllers as well as added street lighting) as needs are identified throughout the corridor.

Dokken Engineering will perform site visits as needed to confirm the utility mapping obtained against topographic features provided by the survey team. We will create a Utility Conflict Matrix to reconcile any discrepancies, identify potential conflicts, and prepare a plan to pothole for positive location and resolve each of the conflicts that cannot be designed around. For potholing efforts, we have obtained quotes from subsurface utility contractors using the assumptions of 15 potholes completed for Phase 1, ten (10) for Phase 2, and five (5) for Phase 3. We will provide the City with verification of utility mapping via a comprehensive utility base file that includes a review of design plans and verification of utility research to confirm conflicts and provide resolutions. Finally, we will send out Notice to Owner Letters (a.k.a. Letter No. 3’s or C-Letters) notifying utility companies of project construction timelines to coordinate relocations or adjustments before or during construction.

Subtask 2.3 Design Survey (Control, Aerial, and Topo): Land Surveying to be provided by the Dokken Team will include research, horizontal and vertical control, boundary and right of way surveying, along with topographic surveying and mapping. • Project Survey Control: UNICO will research agency approved horizontal and vertical control for the project. UNICO will utilize latest published NAD83, California State Plane Coordinates horizontal datum and the NAVD88 vertical datum for all surveys and mapping. UNICO may utilize any existing project control as part of current roadway projects in the vicinity for overall consistency. UNICO will set durable project control points along the project alignment for utilization of all surveys and for future construction control, including a minimum of five (5) points outside of the project limits. UNICO will prepare a survey adjustment report of all control used for the project.. • Topographic Surveying and Mapping: UNICO will facilitate the delivery of an aerial photogrammetric topographic survey along the full project limits. Aerial mapping will be scaled to ground control and contain full planimetrics, 1’ contours, 3D surface and color ortho-rectified imagery scaled to the project control. The aerial photogrammetric mapping limits are along the full alignment of the current and proposed Warren Road between Esplanade Avenue and Domenigoni Parkway, totaling approximately 5 miles in length. The width of the survey will cover an approximately 500 foot wide strip along the alignment. UNICO will perform design level topographic surveys and base mapping to augment the aerial survey as directed by design team. Supplemental surveys will include but are not limited to roadway improvements such as curbs, gutters, sidewalks, pavement, pavement slopes, conforms, striping, crowns, grade breaks, curb returns, curb ramps, driveways, headwalls, culverts, walls, structures, fences, signs, trees and railroad tracks and crossing features. UNICO will locate utilities within the right of way, including any USA utility premarks by others. UNICO will locate all visible above ground utility features, such as manholes, valves, water valves, meters, hydrants, vaults, pull boxes, signal poles, pedestrian buttons, monuments, inlets, cleanouts and utility poles. Measurements to all relative sewer and storm drain structures will be performed to include size, invert

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and flow direction. UNICO will map all topographic information into an AutoCAD base file at 1’=40’ scale with 1’ contours and digital 3D surface. UNICO has assumed up to 120 field crew hours of supplemental surveying as needed.

Subtask 2.4 Right of Way Mapping and Engineering: UNICO will search for and locate right of way and property monuments to resolve and map the right of way along the project corridor. Right of Way and adjoining properties will be mapped from readily available recorded documents such as subdivision maps, records of surveys, parcel maps, and deeds.

To best resolve the right of way and existing easements, UNICO will research up to ten (10) title reports provided by the City for properties that may be impacted by the project and may require acquisition. Title reports will provide the best means of right of way resolution. UNICO will map all right of way, easements dedications and other title exceptions and encumbrances from the title reports. All survey monuments that are discovered and may be compromised by the project will be surveyed and mapped for incorporation into the design plan set as part of future monument perpetuation. • Plat Maps and Legal Descriptions: UNICO will prepare plats and legal descriptions for right of way acquisition and temporary construction easements (TCE) as needed for the project. The exact number and locations will be better understood during the design phase. For this proposal, UNICO will assume the preparation of ten (10) plats and legal descriptions for right of way acquisition and ten (10) plats and legal descriptions as needed for TCE purposes for a total of twenty (20). UNICO will prepare preliminary PDF plats, legal descriptions and closures for review. Upon approval, UNICO will prepare final signed and stamped PDF plats and legal description. Plats and legal descriptions will be prepared per City standards as directed.

TASK 2 DELIVERABLES: Field Review Notes; Utility Owner As-Builts and Correspondence; Survey Adjustment Report; AutoCAD Topographic Base File; 3D Surface; Point Files; AutoCAD Right of Way and Boundary Base File; Record Maps and Deeds; Plat Maps with Legal Descriptions (Up to 20)
TASK 3 – PRELIMINARY ENGINEERING AND REPORTING
Subtask 3.1 Conceptual Exhibits and Estimates for Alternative Analysis: Dokken will prepare (3) conceptual level alternatives with pros and cons and feasibility of each alternate as well as preliminary project estimates. Proposed structures, bike lanes, landscaping, water quality treatment features, drainage impacts, and traffic/electrical impacts will be exhibited. Existing utilities with proposed points of connection and potential conflicts will be identified on concept exhibits. The Dokken Team will work with the City to refine alternatives and present conceptual design exhibits at City Council and/or Transportation Commission Meetings as needed. A basis of design memo that describes the technical approach for the project will be prepared. The conceptual design exhibits and basis of design memo will be submitted for review/approval before developing the 30% design package. It is recommended that Preliminary Concept Exhibits account for improvements along the entire 5- mile corridor, however our team can prepare exhibits to illustrate phased improvements at this stage of design for clarity of future design packages.

Subtask 3.2 Traffic Data, Scoping, and Level of Service Analysis: With a preferred alternative selected, Dokken will prepare a Traffic Impact Analysis Report to demonstrate no significant impacts, or mitigation of project impacts, related to proposed improvements to support the environmental documentation by others. First we’ll confirm the assumptions to be used associated with the Project completion year and anticipated phasing, if any.

Next, we’ll coordinate with City staff to discuss the Project and analysis criteria, confirm the study approach and identify pertinent traffic issues and concerns. We’ll then prepare a Traffic Impact Analysis Report Scope of Work Agreement detailing the study area, assumptions and overall traffic study requirements for a Level of Service (LOS) Analysis Report and submit it to City Staff for review. Based on comments and direction received from City Staff on scope of work agreement, finalize the scope of work agreement and resubmit it to City Staff for approval.

Subtask 3.2.1 Data Collection and Research: We will visit the Project study area to confirm existing conditions with respect to local area development, parking use, and areas of congestion to verify our overall understanding of traffic conditions in the area that might affect this Project. Document the existing roadway striping, traffic control measures, curbside parking restrictions, adjacent intersection configurations, and other pertinent roadway features. Compile information with regards to planned street improvements in the Project study area.

Conduct AM and PM peak period traffic volume counts with FHWA vehicle classifications at up to six (6) intersections.

The traffic counts will be conducted between the hours of 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. These traffic volume data will be utilized in the traffic impact analysis for the Project. Conduct 24-hour machine traffic counts with FHWA vehicle classifications at up to five (5) roadway segments to support the roadway segment capacity analyses.

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Research data and recent traffic impact studies prepared for developments in the Project vicinity regarding the status of other proposed developments (cumulative projects) in the area that may contribute cumulative impacts to the adjacent street system and study locations in the vicinity of the proposed Project. The compiled list of cumulative projects will be included in the scope of work agreement for approval by City Staff.

Subtask 3.2.2 Distribution and Assignment: We will determine and present in tabular and/or graphic form a trip generation forecast for the cumulative projects on a daily and peak hour basis. The forecasts will be based on the trip generation rates found in Trip Generation, 11th Edition, published by the Institute of Transportation Engineers (ITE) [2021]. Appropriate credits will be taken for existing land uses, applicable.

Determine the overall change in traffic patterns utilizing the Riverside County Model (RIVCOM). The distribution patterns will be submitted for review and approval by City Staff prior to finalization and will be used to formalize the study area. Assign the forecasted Daily, AM and PM peak hour trips expected to be generated by the cumulative projects to the study intersections and roadway segments based on existing and anticipated traffic patterns. Forecast traffic volumes for the scenarios listed in Tasks 5.1 and 6.1 for the proposed Project traffic and cumulative projects in the study area.

Subtask 3.2.3 Formulation of Future Traffic Volumes: We will prepare RIVCOM traffic model runs for baseline conditions and buildout conditions for the Daily, AM and PM peak periods. Project future traffic volumes using the following methodology:
a. Peak period traffic volumes will be converted to peak hour (i.e., one-hour) traffic volumes using a conversion factor of 0.38 for the AM peak hour and 0.28 for the PM peak hour; b. Determine the projected rate of growth; and
c. Based on this determination, the growth rate will be applied to the existing Daily, AM and PM peak hour traffic volumes to formulate the interim phases and long-term buildout traffic volumes, with cumulative project traffic may be added as well.

Buildout traffic volume forecasts will also be determined through utilization of the RIVCOM output via the following methodology:
a. Calculate the difference between the baseline and the buildout peak period traffic volumes and convert to AM and PM peak hour (i.e., one-hour) link traffic volumes; b. Link traffic volumes (i.e., two-way directional traffic volumes on each roadway segment) will be postprocessed using the relationship of the base year validation model run output to the base year "ground" traffic counts.

3.2.4 Project Evaluation and Mitigation Analysis: We will prepare AM and PM peak hour Level of Service (LOS) calculations at up to six (6) study intersections for the scenarios listed below to determine the potential impacts of the proposed Project. The LOS calculations will be based on City-approved capacity analysis methodologies (i.e., Highway Capacity Manual method). The analysis scenarios are:

1. Existing Traffic Conditions,

2. Existing With Ambient Growth With Project Traffic Conditions,

3. Condition (2) with Mitigation Measures, if necessary,

4. Existing With Ambient Growth With Project With Cumulative Projects Traffic Conditions,

5. Condition (4) with Mitigation Measures, if necessary.

6. Long -Term With Project Traffic Conditions, and

7. Condition (6) with Mitigation Measures, if necessary.

Assess the impact of the Project based on the results of the peak hour intersection analyses, the City’s LOS standards and application of the City’s significance criteria. Based on this assessment, determine which intersections (if any) will require improvements to mitigate potential traffic impacts associated with the proposed Project to less than significant levels.

Provide recommended mitigation measures which may include intersection and/or signalization improvements, striping modifications, the addition of auxiliary turn lanes, traffic control/limitations at site access points, etc. Please note that this proposal assumes the recommended mitigation measures can be adequately described within the text of the report. Should the City request preparation of plans to further demonstrate the feasibility of the mitigation measures, an amendment to our contract will be necessary.

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Conduct traffic signal warrant analyses for all impacted unsignalized study intersections utilizing the peak hour warrants from the most recent edition of the California Manual of Uniform Traffic Control Devices (CA-MUTCD) where a traffic signal is recommended as part of the mitigation measure.

3.2.5 Project Evaluation and Mitigation Analysis for Roadway Segments: We will confirm the capacity of existing and ultimate street segments for up to five (5) roadways segments and prepare Daily Level of Service (LOS) calculations for the scenarios listed below to determine the potential impacts of the proposed Project. The LOS calculations will be based on City-approved capacity analysis methodologies (i.e., V/C Ratio method using the Average Daily Traffic (ADT) volumes). The traffic analysis scenarios are:

1. Existing Traffic Conditions,

2. Existing With Ambient Growth With Project Traffic Conditions,

3. Condition (2) with Mitigation Measures, if necessary,

4. Existing With Ambient Growth With Project With Cumulative Projects Traffic Conditions,

5. Condition (4) with Mitigation Measures, if necessary.

6. Long -Term With Project Traffic Conditions, and

7. Condition (6) with Mitigation Measures, if necessary.

Evaluate the Project-related Average Daily Traffic (ADT) growth on the analyzed street segments. If necessary, provide recommendations to mitigate Project-related street segment impacts based on the City’s LOS criteria guidelines.

3.2.6 Preparation of the Level of Service (LOS) Analysis Report: We will prepare a Level of Service (LOS) Analysis Report that details all the above-mentioned items, our analysis, findings and conclusions. The report will be suitably documented with tabular, graphic an7d appendix materials. The report will be submitted for your review and review by appropriate members of the Project team and City Staff. Coordinate with Project team and City Staff regarding questions and comments on the report. Prepare a final report incorporating comments and edits from Project team and City Staff.

Subtask 3.3 Vehicle Miles Traveled (VMT) Analysis (Optional Task): The Dokken Team will coordinate with the City Staff to confirm the assumptions that can affect the analysis and confirm VMT requirements and thresholds as adopted by the City.

Use the Riverside County Model (RIVCOM) for the VMT analyses. Code the appropriate inputs and network assumptions into the baseline and cumulative conditions for the Project.

We will prepare and conduct full model runs for the scenarios listed below via the use of RIVCOM. The roadway network for the Project will be changed to reflect the “With Project” conditions. The analysis scenarios associated with the model update and runs are listed below:
• Baseline Conditions
• Baseline With Project Conditions
• Cumulative Conditions
• Cumulative With Project Conditions
We will valuate the “With Project” scenarios noted above for Baseline and Cumulative conditions and summarize the following type of VMT:
• Project’s effect on VMT and comparing how the Project changes VMT on the network looking at Citywide VMT and comparing it to the no Project condition.

We will then calculate the Baseline and Cumulative City and/or regional average VMT thresholds and determine Project and Cumulative impacts based on the VMT guidelines adopted by the City.

If necessary, recommend appropriate mitigation measures to reduce the impact. LLG will consider the mitigation measures listed in the Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity (dated October 2024), prepared by the California Air Pollution Control Officers Association (CAPCOA).

Utilize the Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity (dated October 2024), prepared by the California Air Pollution Control Officers Association (CAPCOA) to quantify the effects of the mitigation improvement. We will prepare a draft VMT Analysis Technical Memorandum, which details all the above-mentioned items, our findings and conclusions. The draft technical memorandum will be suitably documented with appropriate text, tabular, graphic, and/or appendix materials. The draft technical memorandum will be submitted for your review and review by appropriate members of the Project team and City staff.

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If necessary, we will update the draft VMT Analysis Technical Memorandum based on Project team and City staff comments (incorporating reasonable comments which are within the approved scope of work and that do not require additional model updates and runs), and submit a final VMT Analysis Technical Memorandum to the City.

Subtask 3.4 CPUC Permit Application (GO-88B) (Optional Task): This approval process includes stakeholder coordination, site diagnostics, and General Order 88B (GO88B) permit. RailPros will lead coordination with the City, Metrolink and CPUC and develop, submit and answer subsequent questions about the GO88B package. A Draft/Final Package will be submitted to the City and CPUC for review and approval as needed.

Subtask 3.5 Geotechnical Investigation Report: According to AASHTO LRFD specifications, geotechnical borings for bridge design should be located as close as possible to the proposed foundation, extending below the anticipated pile tip elevation by a minimum of 20 feet or twice the maximum pile group dimension, whichever is deeper. With the existing bridge having four bents and the two abutments, we’d propose to drill at each abutment and bent for a total of six borings to a depth of at least 20 feet below the pile tip elevation to incorporate the existing support model in bridge widening design. We’ve assumed 100-foot borings for the bridge for this proposal.

NOVA Services, Inc. (NOVA) is pleased to present this proposal to perform a geotechnical investigation for the subject project.

In reviewing the RFP released by the City of Hemet on December 19th, 2024, we understand the City Council wants to prioritize improving the infrastructure, with an emphasis on neighborhood revitalization, maintaining long-term financial stability, improving the city’s technology, enhancing public safety, and enhancing community involvement and engagement. As such, an RFP for the Warren Road Improvements project will consist of street improvements in three phases. Phase 1 will include improvements to Warren Road from Esplanade Avenue to Stetson Avenue. Phase 2 will include improvements to Warren Road from Stetson Avenue to Salt Creek Bridge including a new culvert near the railroad crossing. Phase 3 will consist of widening the Warren Road bridge over Salt Creek. Based on our review of published geologic maps and our experience in the areas, we anticipate the site will be underlain by fill (af), young alluvial-valley deposits (Qyv), old alluvial-fan deposits (Qof), and at depth by granitic and metamorphic rock. Groundwater is anticipated to be encountered at greater than 50 feet below the ground surface (bgs).

Geotechnical Investigations: As previously mentioned, our preliminary review of the existing site conditions indicates the planned improvement areas are underlain by fill (af), young alluvial-valley deposits (Qyv), old alluvial-fan deposits (Qof), and at depth by granitic and metamorphic rock. As such, we propose to perform a geotechnical investigation to evaluate the subsurface conditions along the roadway and bridge alignments. Borings for Phases 1 and 2 will be spaced roughly every ¼- mile within the improvement area for a total of 22 borings. Borings for Phase 3 will be drilled in accordance with ASSHTO LRFD/Caltrans guidelines and should be located as close as possible to each of the proposed foundations, extending below the anticipated pile tip elevation by a minimum of 20 feet or twice the maximum pile group dimension, whichever is deeper.

With the existing bridge having four bents and the two abutments, we propose to drill at each abutment and bent for a total of six borings to a depth of at least 20 feet below the pile tip elevation to incorporate the existing support model in bridge widening design. Our scope of services will consist of the following:

Reviewing geologic maps, prior geotechnical reports, and other readily available literature pertinent to the geotechnical conditions at the site.
• Coordinating with Dokken, City, and County personnel for site access. • Performing a site reconnaissance and marking the proposed boring locations. Underground Service Alert will be notified for underground utility mark-out services.
• Obtaining traffic control permits for the proposed borings in the City and Caltrans Right-of-Way. • Providing traffic control at the proposed boring locations with the approved traffic control permit. Traffic control will be provided during drilling activities.
• Drilling 20 borings to depths up to about 10 feet below the ground surface (bgs) for Phases 1 and 2, and two borings to depths up to 20 feet for the culvert for Phase 2. Six borings are proposed to to be drilled to 100 feet utilizing an 8- inch diameter hollow stem auger and rock coring techniques for the Phase 3 Bridge widening. The borings will be drilled using a truck-mounted or limited access drill rig. The borings will be backfilled with soil cutting mixed with bentonite chips. Excess spoils will be spread in open areas at the site for Phases 1 and 2 and containerized and removed from the site for Phase 3.
• Advancing two cone penetration test (CPT) soundings to depths of up to 100 feet bgs or refusal, whichever occurs first. Seismic shear wave velocity (Vs30) will be measured for evaluation of the seismic site class. • Logging the borings and obtaining samples for examination and laboratory testing.

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• Backfilling and patching the boring locations within the roadway in general accordance with the keyhole method as presented in Figure 5.
• Performing laboratory tests to evaluate material classifications and other pertinent engineering properties. • Providing consulting services including design development.

Phases 1 and 2 Report: We will prepare a report for Phase 1 and 2 that includes a subsurface investigation map, boring logs, and laboratory test results. We will submit an electronic copy of the report. The report will provide applicable conclusions and recommendations regarding the following:
• Subsurface conditions beneath the site, including groundwater levels, if encountered. • Potential geologic hazards.
• Criteria for seismic design in accordance with 2022 California Building Code (CBC) • Site preparation and grading
• Excavation characteristics
• Temporary shoring
• Expansive soil mitigation
• Appropriate alternatives for foundation support, along with geotechnical engineering criteria for design of the foundations
• Estimated foundation settlements
• Retaining walls
• Pipeline support
• Backfill material and compaction
• Suitability of existing soils for use as backfill
• Subgrade and base preparation
• Pavement section recommendations
• Soil corrosivity
Phases 3 Report: A foundation report (FR) will be prepared in accordance with the ASHTO LRFD and Caltrans guidelines that includes a subsurface investigation map, boring logs, and laboratory test results. We will submit an electronic copy of the report. The report will provide applicable conclusions and recommendations regarding the following:
• Geology and subsurface conditions beneath the site, including groundwater levels, if encountered. • As-build foundation data
• Scour evaluation
• Corrosion
• Seismic design in accordance with Caltrans
• Abutment and pier foundations
• Construction considerations
Based on our preliminary review of monitoring wells in the vicinity of the site, it is anticipated that the project site and subsurface materials will be free of environmental contamination or pollution. The scope and fee presented herein do not include assessment, sampling, analysis, or management of suspected contaminated materials. An additional scope and fee for evaluating potential soil contamination can be provided upon request. Unexpected conditions can arise. Should we encounter soil or groundwater that is suspected to be contaminated, either because of odors, colors, free liquids, or other suspicious conditions, we will immediately notify the client. The client should take necessary initial measures to protect workers, the site, and other personnel.

Subtask 3.6 Traffic Control Plans for Geotechnical Investigations (Optional Task): This optional task accounts for specific traffic control plans to be developed for geotechnical borings within the roadway prism. Site specific traffic control plans will be developed in lieu of typical standard plan applications.

Subtask 3.7 Drainage Report: A Drainage Report will be prepared to document hydrologic and hydraulic conditions of the existing and proposed project for each Phase. The reports will analyze and document the drainage facilities proposed to be installed with project improvements. Each Report will provide discussion of the existing conditions, post-project drainage patterns and conditions, results of the on-site hydraulic analyses and any issues of special concern or significance. A Draft Report will be submitted to the City at the 60% PS&E submittal milestone to be finalized with completion of the 100% PS&E.

Subtask 3.8 Bridge Design Hydraulic Report: A Bridge Design Hydraulic Report will be prepared to document hydrologic and hydraulic conditions of the existing and proposed Salt Creek bridge. The report will analyze and document the impacts of the

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bridge widening on the Salt Creek channel. The report will also include an analysis of scour for design of the foundation system of the bridge. This report will be submitted to Riverside County Flood Control and Water Conservation District for review and approval. A Draft Report will be submitted to the City at the 50% PS&E submittal milestone for Phase 3and will be finalized upon completion of the 100% PS&E submittal for Phase 3.

TASK 3 DELIVERABLES: Conceptual Exhibits, Preliminary Cost Estimates, Traffic Data/Scoping and Level of Service Analysis Report, Geotechnical Design Report, Drainage Report, Bridge Design Hydraulics Report, and Water Quality Management Plan TASK 4 – PLANS, SPECIFICATIONS, AND ESTIMATES (30%, 60%, 90%, AND 100% PS&E) This task is used to summarize the design tasks necessary to move from concept to construction through a series of submittals and City reviews of 30%, 60%, 90%, and 100% design packages. Meetings will be held between each design package submittal to ensure the project is progressing as planned and comments are completely understood. To incorporate three phases of construction (i.e., three construction document packages) into design we’ll account for the sheets to be prepared within each phase, or segment, and approach them as separate projects with individual submittal schedules and delivery timelines.

Subtask 4.1 30% Plans and Estimate: The Dokken Team will make any updates to the basis of design memo required to describe the final technical approach for designing all aspects of the project. Proposed plant palettes for added landscaping with an estimate of the anticipated water usage will be provided. Intersection control devices will be adequately located to begin utility conflict resolution and allow for review of equipment locations. The conceptual design exhibits and draft basis of design memo will be submitted to the City for review, allowing two weeks for comments to be provided, before meeting to review comments with preliminary responses and moving forward with development of the 60% plans and estimate.

The 30% concept design level can be phased to match ultimate delivery timelines or presented as an entire corridor for simultaneous review of improvements. If the City prefers to have the 30% design submittals separated by phase, then our team would simply separate conceptual exhibits by phase limits with little additional effort.

4.1.1 Phase 1 30% Plans and Estimate: The 3.1-mile segment between Stetson and Esplanade, which includes the potential future realignment of both Warren Road and Stetson Avenue at the Hemet Ryan Airport, will be designed to the 30% concept level based on the selected alternative from the preliminary engineering design stage.

4.1.2 Phase 2 30% Plans and Estimate: Design of the 1.9-mile segment between Stetson and the Salt Creek Bridge.

4.1.3 Phase 3 30% Plans and Estimate: Design of the Salt Creek Bridge Widening, proposed to the east to maintain existing deck drainage and cross-slope, while minimizing impacts to adjacent properties.

Subtask 4.2 60% Plans and Estimate: For each of the three Phases, once the revised 30% plans and estimate are commented on by the City, Dokken will continue the design effort to reach the 60% design level. The 60% design effort will include all plan sheets required for construction with a 60% level of detail. For example, ADA curb ramps will include layouts with limits of construction shown but elevations will be added at the 90% level of design to avoid any rework based on layout preference revisions. Traffic signal design plans include Pole and Equipment Schedules and show conduits, pull boxes, detectors, and other equipment but the Conduit and Conductor Schedules will be filled in at the 90% design level. Drainage patterns will be evaluated at this level to ensure that streets and private property will drain properly. Proposed storm drain improvements will be coordinated with the City to account for adjacent developer and future City projects. Dokken will prepare a revised construction cost estimate based on the 60% plan updates. The following lists include anticipated plan sheets by Phase.

4.2.1 Phase 1, Stetson to Esplanade, 60% Plans and Estimate: We anticipate the following plan sheets for Phase 1. • Title Sheet (City Boiler Template) = 1 sheet
• Survey Control and Benchmark Sheet = 1 sheet
• Typical Cross Section Plans (No Scale) = 1-2 sheets
• Demolition Plans (1”=50’ Scale with Existing Utilities) = 9-10 sheets • Street Improvement Plans (1”=50’ Scale with Plan & Profile) = 9-12 sheets • Construction Details (for curb ramps, driveways, and typical details) = 15-18 sheets • Drainage System Plans (1”=50’ Scale with Plan Profile for channels/pipes) = 8-10 sheets • Traffic Electrical/Lighting Plans (1”=50’ Scale with Lighting per General Plan) = 8-10 sheets • Traffic Signal Modification Plans (1”=20’ Scale for 2 new and 1 modified locations) = 3 sheets • Channelization Plans (1”=40’ Scale with double stacked, including all intersections) = 5-6 sheets • Staged Construction Plans (Overview and 1”=40’ Scale by Stage, 3 Stages anticipated) = 15-18 sheets • Landscape Plan and Details (1”=40’ Scale for Parkway and Median Planting/Irrigation) = 20-25 sheets

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• Structure Plans and Details (Scaled As Needed for Culvert Modifications and Walls) = 6-8 sheets TOTAL SHEETS = 103-126 (pending specific details and limits of improvements)

4.2.2 Phase 2, Salt Creek Bridge to Stetson, 60% Plans and Estimate: We anticipate these Phase 2 plan sheets. • Title Sheet (City Boiler Template) = 1 sheet
• Survey Control and Benchmark Sheet = 1 sheet
• Typical Cross Section Plans (No Scale) = 1-2 sheets
• Demolition Plans (1”=50’ Scale with Existing Utilities) = 6-7 sheets • Street Improvement Plans (1”=50’ Scale with Plan & Profile) = 7-8 sheets • Construction Details (for curb ramps, driveways, and typical details) = 10-12 sheets • Drainage System Plans (1”=50’ Scale with Plan Profile for channels/pipes) = 5-6 sheets • Traffic Electrical/Lighting Plans (1”=50’ Scale with Lighting per General Plan) = 5-6 sheets • Traffic Signal Modification Plans (1”=20’ Scale for 1 new and 3 modified locations) = 4 sheets • Channelization Plans (1”=40’ Scale with double stacked, including all intersections) = 3-4 sheets • Staged Construction Plans (Overview and 1”=40’ Scale by Stage, 3 Stages anticipated) = 9-12 sheets • Landscape Plan and Details (1”=40’ Scale for Parkway and Median Planting/Irrigation) = 12-16 sheets • Structure Plans and Details (Scaled As Needed for Channel/Box Culvert/Wing Walls) = 10-12 sheets TOTAL SHEETS = 74-91 (pending specific details and limits of improvements)

4.2.3 Phase 3, Salt Creek Bridge Widening, 60% Plans and Estimate: We anticipate the following Phase 3 plan sheets. • Title Sheet (City Boiler Template) = 1 sheet
• Survey Control and Benchmark Sheet = 1 sheet
• Typical Cross Section Plans (No Scale) = 1 sheet
• Demolition Plans (1”=50’ Scale with Existing Utilities) = 1-2 sheets • Street Improvement Plans (1”=50’ Scale with Plan & Profile) = 1-2 sheets • Construction Details (for curb ramps, driveways, and typical details) = 4-5 sheets • Drainage System Plans (1”=50’ Scale with Plan Profile for channels/pipes) = 1-2 sheets • Traffic Electrical/Lighting Plans (1”=50’ Scale with Lighting per General Plan) = 1-2 sheets • Traffic Signal Modification Plans (1”=20’ Scale for 1 new and 1 modified location) = 1 sheet • Channelization Plans (1”=40’ Scale with Double Stacked, including all intersections) = 1-2 sheets • Staged Construction Plans (Overview and 1”=40’ Scale by Stage, 3 Stages anticipated) = 3-6 sheets • Landscape Plan and Details (1”=40’ Scale for Parkway and Median Planting/Irrigation) = 2-3 sheets • Structure Plans and Details (Scaled As Needed for Bridge/Abutment/Pier Widening) = 30-35 sheets TOTAL SHEETS = 48-63 (pending specific details and limits of improvements) Subtask 4.3 90% Plans, Specifications, and Estimate (PS&E): The Dokken Team will review and respond to any City comments from the 60% plan submittal. Once all comments are addressed, Dokken will continue with the design effort to reach the 90% level of detail. Dokken will prepare a revised construction cost estimate on the 90% level of detail. Any changes in unit items or costs from the 60% submittal will be identified and shared with the City. We will prepare draft specifications.

4.3.1 Phase 1, Stetson to Esplanade, 90% PS&E: We will prepare the 90% PS&E as described above.

4.3.2 Phase 2, Salt Creek Bridge to Stetson, 90% PS&E: We will prepare the 90% PS&E as described above.

4.3.3 Phase 3, Salt Creek Bridge Widening, 90% PS&E: We will prepare the 90% PS&E as described above.

Subtask 4.4 Structures Design Calculations: Dokken Engineering will complete and prepare a set of fully detailed bridge design calculations for all elements of the Salt Creek Bridge widening at Warren Road, calculations for any non-standard elements of the proposed Reinforced Box Culvert for the Hemet Storm Channel improvements, and verification calculations for the existing San Diego Aqueduct wingwalls. All calculations will be stamped by a Registered California Professional Engineer. Design calculations will confirm element capacities conforming to AASHTO Bridge Design Specifications, 8th Edition, with California Amendments published by Caltrans; applicable Caltrans memorandums and Structures Technical Policies; and the California Seismic Design Criteria, version 2.0. It is typical to submit draft calculations, receive comments, then finalize.

Subtask 4.5 Structures Independent Check: The Dokken Team will complete an independent design check for each applicable structures performed by a Registered California Professional Engineer. The design checker will prepare a complete set of design check calculations to verify the capacity of all substructure and superstructure elements of the Salt Creek Bridge Widening, as well as calculations for applicable non-standard elements of the proposed Reinforced Box Culvert for the Hemet